HomeMy WebLinkAboutBuuilding Plans&ENER/6,_11 NOTL`�
FOUNL�tTl ON 1%,)"i
1. TYPE Or CLASS V, UNPROTLC-if!Id, &ROUP k3 OCCUPANCY PER
1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE 5LA13 WITH b" X 6" X AIAXAIIA
FLORIDA BUILDING CODE.
HH.M. ON 6 MIL VISGUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL PRE TREATED
2. CON5TRUCTION SHALL FOLLOW THE FLORID^ WILDIN& WOE AS ADAPTED BY THE
FOR TERMITES. HHM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB
COUNTY AND ALL APPLICABLE AMENDMENTS.
DEPTH AND MUST BE SUPPORTED AT Y-O" O/C EACH WAY WITH APPROVED MATERIALS.
5. BUILDER SHALL COORDINATE ALL THE WORK OV ALL TRADE5.
:2. ALL REINFORCIN& STEEL TO BE GRADE 60.
4. BUILDER SHALL REVIEW DRAHIN65 IN THEIR ENTIRETY BEFORE. 5TARTIN6 WORK. THE
5. COLUMN AND HALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINE-5 UNLE55
BUILDER SHALL ACCEPT FULL RE5PON5AENLITY FOR ANY ERROR5 OR OM155IONS NOT
OTHERK15E NOTED.
REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. DALKOHARI5E5 WILL NOT BE
4. FOOTIN6, PE567N BASED ON ASSUMED 501L BEARING CAPACITY Of 2500 PS.F.,
ACCEPTED. 00 NOT 56ALE DRAHIN66.
CONTRACTOR TO SUBMIT 501E BEARINC? TEST RE5ULT5 OR 501E BEARING CAPACITY
5. SUBMIT MINIMUM THREE 0) COPIE5 OF SHOP Uke4NIN( ;�5 AS REQUIRED BELOW.
REPORT BY A FLORIDA RE615TERED ENGINEER.
5. THESE PLANS, AS DRAWN AND NOTED, COMHL)' WITH THE BUILDiN& ENVELOPE
5. ALL 517E PREPARATIONS 4 DRAINAGE RECOMMEWATION5 MADE IN THE 517E
SPECIFIC 6EOTECHNICAL REPORT MUST BE STRICTLY ADHERED TO,
ENERGY REGUIREMENT5 OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR
!MALL FAMILIARIZE HIMSELF WITH THE 6OVERNIN& CODE IN ITS ENTIRETY AND BUILD
6. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER 5HALL C.OP615T OF
IN AccoRDAWE WITH ALL PROVISIONS OF TH15 COVE WHICH MAY NOT BE
CLEAN WELL 6RADED SAND IN 12" LIFTVMAX) AND VIBRATORY COMPACTED TO
SPECIFICALLY ADORZ55M ON THE PLANS AND NOTES.
ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR A6TM1 0 1557-02.
-i. BUILDER 15 RESPONSIBLE FOR ADEQUATE bRAC,1146 OF 5TRUCTUR& OR
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
1. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETE0 ANO AP I PROVED,
1.
VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PA55E-5 TO THE EXISTING
Z�. CABINET SUPPLIER TO PROVIDE SHOP DkA1,SiIN&6 TO THE BUILDER.
6ROUND.
1. WINDOW AND DOOR 5UPPLIER TO PROVIDE 5HO? DRAWING TO BUILDB,�.
6. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED.
0. ALL WINDOWS AND DOOR5 SHALL BE CAULKW AND HEATHER 5TRIPPEI). ANDOA
q. 5PLICE5 SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL I;ORNER5 AND
UNT5 SHALL 015FL-AY LA5EL5 5HOAIN& COMPLIANCE WITH THE FB.C. ENERGY
rHAN6E5 IN DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY.
CONSERVATION CODE.
10, ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER
IL ALL CONSTRUCTION IN BROHARD AND DADE COUNTE5 SHALL COMPLY WITH THE
REINFORCEMENT AT THE PERIMETER. RATIONAL ANALY515 SHALL BE SUBMITTED, BUT
H1644 VELOCITY HURRICANE ZONE (WH4 SECTIONS OF THE FBf,-
ONLY IF REQUESTED BY THE BUILDING OFFICIAL.
ii, 6ONCRETE FOR FOUNVATION5?,�txL� FOOTIN65 SHALL BE 2500 PSI MIN.
MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0h5.
FLAN NOTES
:DITE
BE A� TE-11
1. THE ARCHITECTURAL. 51TE PLAN, IF PROVIDED IN 1'HE5E DOCUMENTS 15 FOR GENERAL
LOCATION OF THE HOUSE, POOL, DRIVEKAY5 AND 51TE FEATURES ONLY. THE O.C. OR
I. 50HEOULW HOOPS AND 5TIRRUP5 SHALL BE PLACED AT EACH END (E.L) OF BEAM OR
OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICENCEP
THROUGHOUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE
5URVEYOR AT 50 PECENT COMPLETION OF PROJECT. THE 51JRVEYOR 15 RESPONSIBLE
54 AND HOOPS SHALL BE rin T-2 TYPICAL CR51 BAR BENDS UNLE55 OTHERH15E
FOR VERIFYINC? BUILDIN& LOT FIT, LOT COVERAGE, EASEMENT LOCATION5,5ET BACKS,
AND ,ALL 517E DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICT5
NOTED.
oc(xR I3E 1 dEE N THE ARCHITECTURAL 51TE PLAN AND 5UIRVEYOR.5 LAYOUT THE 6ENERAL AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING
2. ALL 13EAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS O'fi-ERA15E NOTED
AND (:,,,)NaTRxTlON, NO WORK SHALL BE PERFORMED UNTIL THE 6ENER41L CONTRACTOR
5. ALL TIE BEAMS (MARK "TB") REINFORCINOSHALL BE CONTINUOUS THROI,611 TIE -
THESE CONFLICTS.
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
'a ON�t�CT " NOTE5
4. WOLF ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER 5UPPORTS HITH TOP BARS
FROM ADJACENT BEAMS. (UNO).
i. CONCRETE SHALL CONFORM TO A5TM C94-0-1, HAVE A MAXIMUM HATLIVCEMENT
5. PROP BOTTOM OF TIE BEAMS A5 REWIRED AT WINDOW 4 DOOR HEADzd �26" MAX)
RATIO OF 0.6 AND SHALL HAVE 5000 P51 COMPREE61VE 5TREN6TH IN 2b DAYS (
ADD 241`5 BOTTOM IF DROP EXCEEDS W.
UNLL-55 NOTED OTHERWISE) ALL CONCRETE HORK SHALL BE IN ACCORDANCE WITH ACI
3lb-Ob AND Acl 501. ALL CONCRETE- MA50WY WORK SHALL BE IN ACCORDANCE WITH
6, TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED &' TO FIT BLOCK
ACI 100-0&
HORK,
1 MINIMUM CONCRETE COVER OVER REINFORLAI," SHALL BE: 5LA55 ON VAPOR
1.,4,LL ADDED L061TUDINAL BEAM REINFORCIN6 SHALL EXTEND 6" t-0,4MUM INTO
BARRIER - .3/4" BEAM5 AND COLUMNS - 11/2' FORMED CONCRETE BELOW GRADE-2-
SPORT UNLESS OTR3RA15E NOTED.
UNFORMED CONCRETE BELOW GRADE-5"
8. REFER TO COW-,RETE NOTES FOR INFORMATION ON CONCRETE AND51-L&L
3. REINFORCING 5TEEL: GRADE 60 (FY=60.00o) A5'1`M A615-04a.
5plECIFICATION5.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL bL IN ACCORDANCE WITH 'THE MANUAL
q. CNE-QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF Ell'fiLK ADJACENT
OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED
BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLA55 "A' TEN51ON LAP SPLICE
By THE CONCRETE REINFORCING STEEL IN5TITVTE UNLE56 NOTED OTHERN15E.
ON EITHER 51DE OF SUPPORT.
3. ADEQUATE VERTICAL AND HORIZONTAL 5HORIN& SHALL BE PROVIDED TO SAFELY
10. MARK "C" IN REINIFORCIN& COLUMN DETHEEN TWO BEARL INDICATES I HAT
SORT ALL LOADS DURIN6 CONSTRUCTION.
REINFORCING SHALL BE CONTINUOUE5 THRU THESE TWO BEAMS.
&. coNcRETF- BEAM 51ZE5 MAY INCREASED (8'4 A5 REQUIRED FOR ARCHITECTURAL
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT
Nmopq AND POOR BEAMS (2b' MAX) AND ADD 2-45 BARS BOTTOM IF DROP EXCEEDS
'i. PoHEL!3 COLUMN AND HALL REINFORCING 1-0 FOOTIN& WITH SAME SIZE AND NUMBER
OF DoloIEL5 AS VERTICAL BARS ABOVE.
3, REINFORCING 5TEEL SHALL BE LAPPED 46 bAK Dl,,r,. MIN. H-ERE5PLICEP AND 544ALL
BE HIRED T06ETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM
REINFORCING AT EACH FACE. LAP 46 BAR DIA. MIN,
q. PLACING DRANIN65 ON BAR L15TS SHALL CONE OSOl TO AC415 "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION A5 PUBLISHED BY THE
1�
,,ONMETE REINFORCIN& STEEL INSTITUTE UNLE55 NOTED OTHERWISE.
ABV
4:�UVF_
AFL"
ABOVE FINISHED FLOOR
AR
AIR HANDLER UNIT
B.F
E31 FOLD
BI PA55
BLk
BLOCK
51_h
BELOW
BR,60,
5EARIN6
BTM.
60170M
cl_&.
GEILN6
6MU
CONCRETE MASONRY UNITS
cloi_
';OLUMN
CION16,
CONCRETE
C,5MT
CASEMENT
DBL,
DOUBLE
DIA
DIAMETER
0151 l.
0 1 5P05AL
OF
DESI&N PRE5Skr<l-_
DR.
DOOR
DH
015H WASHER
E. E,
EACH END
ELE(.%,
ELECTRICAL
ELEV
ELEVATION
E.5,
EACH 51DE
M.c,,
MEDICINE CABINET
Lxf.
EXTERIOR
M.RH.
MEAN ROOF HE16HT
F.B.G.
FLORIDA WILDIN6 CODE
M.T.
METAL THRESHOLD
F.R.
FIRE RATED
MAX.
MAXIMUM
FIR
FRENCH DOOR
MFR.
MANUFACTURER
FIN.
FINISHEDMlofRO.
MICROWAVE
FL.
FLOOR
MIN,
MINIMUM
&.T.
GIRDER
MD.
MASONRY OPENING
6A.
67AU6E
MoNO.
MONOLITHIC
C7ALv.
6ALVANIZED
MTIL
METAL
CIF I
6ROUND FAULT INTERRUPT
O.H.P.
OVER HEAD DOOR
&L
6HI3
&LASS
6YP5UM WALLBOARD
0/0
ON CENTER
&YP. 50,
&YP5UM HALLBOARD
P.L.F.
POUNDS, PER LINEAR FOOT
HOT.
HEIGHT
PS.F.
POUNDS PER SQUARE FOOT
HP5.
HOOPS
P.5.1,
POUNDS PER SQUARE INCH
HR
HOUR
P.T.
PRE55LPZ TREATED
H5
HORIZONTAL SLIDING
PARTN.
PARTITION
HVHZ
HI&H VELOCITY HURRICANE ZONE
PKT.
POCKL7
INS.
INSULATION
PLYHV.
PLYWOOD
INT.
INTERIOR
R.O.
ROUGH OPENING
1_6.
LONG
S.C.
SOLID CORE
LIN.
LINEN
5.6p.
5LIVIN6 OLA55 DOOR
LT.
LIGHT
5F
SQUARE FOOT
L.T,
LAUNDRY TUB
5H
SINGLE HUNG
5M5
SHEET METAL .;+CREH5
5T.
5TIRJ;4ft
5TL.
STEEL
5A
5NITCH
5.H.O.T.
5HEARAALL OVERTLIRNIN& FORCE
TEMP.
TEMPERED
TB.
THROUGH BOLT
T.O.
THROUGH OUT
T.OB.B.
TOP OF MA50NRY BOND BEAM
TD.PL.
TOP OF HOOD PLATE
TD.TB.
TOP Of: TIE BEAM
TYR
TYPICAL
U.N.O.
UNLESS NOTED OTHERH15E
UL
LNVERNRITERS LABORATORIES
V.I.F.
VERIFY IN FIELD
W.A.
WEDGE ANC..HOR5
N
WITH
HC
HATER OL05ET
AD.
HOOD
1AA50WRY NOTIE"
PLAN NOTES
(CONTV,
ELE�',
�`TRIC..,AL NOTEE,
b. STRUCTURAL HOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
I. CONCH ETV: UiilT5 TO BE A5TM 6 qO-Obb. ASTM CARADE5 NI OR Nil. PROVIDE t1RL`6i-,5T
1. A PERMANENT 5I&N WHICH DENTIFIE5 THE TERMITE TREATMENT PROVIDER AND NEED
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER
1. CONTXACTOk 5HAU_ %/ERIF`( 11YTH FP 4 L 1_,aCATION OF SERVICE AND SHALL
LINTELS A5 NEOE55ARY. (f % = 1500 PSI)
FOR REIN5PECTION AND TREATMENT CONTRACT RENEWAL SHALL M PROVIDED. THE 516N
CONSTRUCTION.
LOCATE METER 4 PANLL5 A5 REOVRED.
SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL.
2. MORTAR TYPE M PER A5TM 0 210-0-1.
q. ALL HOOD IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRESSURE TREATED.
2..ALL WIRE SHALL BE THHN cc NOTED oTHERN!5E.
2. PROVIDE 5' STEEL FC,5T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT
PROVIDE AN APPROVED M015TURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
3. CONCRETE FILL
(HVAC,, EHA, NA&ER/DRYER) LOCATED IN THE &ARA61E AT FLOOR LEVEL PER FB.C.
CEMENTITOUS MATERIALS AND THE P4000 AS PER CODE,
5. MERE REQUIRED BY 011-Ek 5ERVICE AND FEEDER CONDUCTOI�5- SHALL BE
MECHANICAL CODE,
COPPER OF EQUAL AMPACITY,
A. CELLS LINTELS AND BOND BEAMS MERE SPECIFIED SHALL 61! FILLED
io. BUILDER SHALL BE RE-51`014515LE FOR PROVIDING ADEQUATE DRACINIS? AND
PEA 6RAVEL CONCRETE.
3. PROVIDE Ix2 P.T. FIRESTCAP HORIZONTAL a CEILIN5 4 HALL INTERSECTIONS OR 5`0"
BRIDON& USED DURING ERECTION OF TRU55E5 AND STRUCTURAL 5LA56 TO PREVENT
4, ALL BRANCH CIRCUITS IN RA(:�Lnj%'T OR NON t,,E7ALLIC, SHEATHED CAbL,.
0/0 VERT. MAX AND ALL OTHER LOCATIONS PER FBC,. SECTION 1055.
COLLAPSE OR DAMA6E.
B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER.
5. COORDINATE RACEWAY IN5TAL_Li,TI0N5 WITH OTHER TRADE5 PRIOR TO
4. ALL &LAZIN& WITHIN 2-+"( 44>" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE
11. HEAVERS FOR FRAMED OFENIN65 GREATER THAN 6'-0' I-1U5T BE EN61NEERED AND
CONSTRUOTION.
G. ALL CONCRETE SHALL BE OF A FLUID CON515TENCY WITH A SLUMP OF I,L_." railGH
TEMPERED. ALL AINDOH5 OR &LASS ENCL05URE5 AT OR WITHIN 56u OF TUBS AND
STAMPED BY THE TRL65 MANUFACTURER, OLE56 NOTED OTHERY415E)
MEANS THAT THE CONSISTENCY SHALL BE AS FLU112 A6 P0551BLE FOR POURING HITt�;UT
SHOWERS HITH SILLS LE55 THAN 602 ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN
v. VERIFY ALL CONDUCTORS AND bkf.AKER5 WITH EQUIPMENT MANUFACI`Ukb,�
SEORIESATION OF THE CONSTITUENT PARTS.
5I0ELI6HT5, 5LIDINC7 &LA55 DOORS AND FRENCH DOORS SHALL BE TEMPERED.
12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (5) 2XI2'5 UNLE55
5PWIFICATIONS.
OTHERV415E NOTED. (FOR HOOD FRAME CON5TRXTION DEPENDING ON ALL HALL
THE USE Of ADMIXTURE-5 SHALL NOT BE PERMITTED WITHOUT ARITTEN �,-.THE
5. E&RL5z�,ilm:�Ok� �)HALL bE OPERABLE FROM THE IN51EX AITHOUT THE USE OF TOOLS.
THICKNE55).
"I. PROVIDE DISCONNECT 5HITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
ENGINEER.
E&RE55 HINVOI,-6 SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20- AIDE; AND MIN.
NET AREA OF 51 5.F, FOR 2nd FLOOR WINDOWS AND SD S.F. FOR lot FLOOR WINDOWS.
15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND WALL
5. PROVIDE NON-FU51BLE 6ENER& DUTY SAFETY 5HITCHES AT A/C EQUIP. AND AT
4. REINFORCING:
THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR, LATCH
PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDIN6 FOR A 5IN6LE MEMBER
PUMP5 NOT V151BL-E FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
AT 54"A.F.F. MAX. IN HVHZ AREAS *ERE THERE 15 MORE THAN A 4'-0" PROP, THE 5ILL
USES, qO p51 IN HORIZONTAL 5FEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600
RECOMMENVATION5.
VERTICAL.
SHALL BE NO LE5.5 THAN 5b' A.F.F. OR PROVIDE AN APPROVED SAFEGUARD.
K51 OR BETTER, A6 DETERMINED BY AN APPROVED LUMBER &RADIN& AGENCY.
,
q ' PROVIDE C7FCI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN,
A. A5TM A(715-05. PER REINFORCIN& SECTION (GRADE 60).
b. ALL 5ATHIRDOM FLOOK�, SHALL BE OF APPROVED IMPERVIOUS MATERIALS.
14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE
LAUNDRY AND NET BAR OUTLETS PER NEC 210bW.
CHANNEL TYPE STUDS AT 24" O/C, WITH MATCHIN& TRACKS TOP AND BOTTOM, WITH 1/2"
B. WHEN A FOUNDATION Vok�EL DOES NOT LINE UP WITH A VERTICAL CORE, IT �,tie-,L_'NOT
1 IN AREAS OTHER THAN HVHZ FIXED 6LA_% THIC,4Q4E55 SHALL BE DETERMINED U51NC7
CvYP5UM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONC? 5U6LE HEAD DRYWALL
10. ELELTRICAL. FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED. k�
BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT', EVEN THOU&H IT 15
TADLE24053 a _3A OF F.B.G. AS THE MINIMUM THICKNE56 ALLOWED.
5CREH5 AT 12, 0/0 MAX.
SELECTED BY OHNER.
IN AN ADJACENT CELL TO THE VERTICAL HALL REIWORCIN6.
e,. IN HVHZ AREA5 FROViVE HURRICANE SHUTTERS AS PER FB.C. SECTION 24-15 UNLE55
5. METAL LATH OVER 5HEATHIN& SHALL BE 5/6' V-&ROVE- OR DIMPLED. CEILINC75 AND
II. PROVIDE PRE -HIRED TELEPHONE OUTLETS AS 5HOHN ON PLAN.
C.VERTICAL. KEINFORCINO 5TEEL 5HALL HAVE A MINIMUM CLEARANCE OF ONE-ti^Lc INCH
THE EXTERIOR HALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT
5OFFIT5 SHALL BE HIGH RIB TYPE. FASTEN TO 5UL35TATE AT 4' O/C AS FOLLOWS,
FROM THE MASONRY.
APPROVAL To PRESERVE THE Elk' L05ED BUILDING ENVELOPE AC?AIN5T IMPACT LOAP5
CONCRETE: 5/4' LONG STUB NAILS H1 50' HEAD. HORIZONTAL AND VERTICAL HOOD
12. PROVIDE PRE- HIRED T.V. OUTLET-5 FOR CABLE AS SHOWN ON PLAN.,
D. VERTICAL. KLIWORCIN46, SHALL BE AS LOCATED ON THE PLAN AND AS INDICATJL:i�, IN
AS SET FORTH IN CHAPTER 16.
FRAMING MEMBER5 HI NAILS OR 5TAPLB TO PROVIDE AT LEAST 1-1/4" PENETRATION
HORIZONTAL HOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL
15. DEDICATED CIRCUITS SHALL HANIE NO 6 DUPLEX RECEPTACLES.INTO
THE COLUMN 5CHI:_:DULE,
i. PICKET5 AT STAIRS, LANDINGS 4 BALCONIES SHALL BE SPACED TO PREVENT
HOOD FRAMIN& MEMBER5. ON VERTICAL HOOD FRAMING MEMBERS, COMMON NAILS
PA55A&E OF A 4" DIAMETER SPHERE
WALL BE BENT OVER TO EN6A6E AT LEAST THREE 5TRAN05 OF LATH, OR BE BENT
14. ALL CLOSET LI&HTIN& SHALL COMPLY HITH NEC 5E6. 410t.
E. VERTICAL t<L4,i-'ORrIN& EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE
OVER A RIB MEN RIB LATH 15 INSTALLED. 5HEATHIN6� 14 GAUGE STAPLES I" Lize, 1/16.
CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENIN66 To ALLOki
10. PROVIDE A MINIMUM OF -+" CLEAR ALL AROUND AIR HANDLER UNITS.
GROWN METAL MTL. FRAMING: SELF TAPING 50REH5 #12 x 1WASHER HEAD STAPLES
15. THE BRANCH CIRCUIT5 CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT
REINFORCING BARS TO CONTINUE UNINTERRUPTED.
SHALL NOT BE USED FOR SOFFITS OR CEILINGS
PROTECTION PER NEC 5EC,. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO
11. IN ZERO LOT LINE. FIOHE�d; DRYER VENTS, EXHAUST FANS 4 KITCHEN HOOPS SHALL NOT
ARC,-FAULT'rIRcUIT5 AHEAD OF 5HITCH AND HAVE SELF CONTAINED BATTER BACK -up.
HORIZONTAL:
VENT THROUGH THE 51DE HALL AND MST MAINTAIN A 10'-0" SETBACK.
16. MERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CON5TRLICTION, EONDIN6
DETECTORS SHALL BE TANDEM HIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE OE^m
OF THE PLASTER TO THE HATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL.
16. PREHIRE FOR &ARA&E DOOR OPENER 5EN50R.
SCHEDULE.
LAYER OF HATER BARRIER OR BY INSTALLIN6 A HOUSE WRAP BENEATH THE WATER
BARRIER.
11. PROVIDE ARC -FAULT CIRCUIT INTERRUPTOR PROTECTION IN DWELLING UNIT LIVIN6,
B. HORIZONTAL JOINT REINFORCEME:i f SHALL CONSIST OF AT LEA.5T,4 &A6E L^Vr�L�k
Ff<-AMIN& '1\40TES
11. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PR06RAH. TYPE TO BE CRF
DININ&, FAMILY ROOMS, DENS/ LIBRARIES, Er-DOOOM5,5UNROOM5, CLOSETS, HALLWAYS
TYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/C VERT. REINFORCEMENT SHALL
1126 1-1/2" LON6 AND DIAMETER U.N.O.
OR 51M. ROOMS PER NEC 210-12 (B)
ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENIN66 AND EXTEND NOT LE55
.120"
THEN :24" BEYOND THE OPENING. PROVIDE b" MIN EMBEDMENT INTO CONCRETE COLUMNS
"L" 'T"
I. THE TRU55 AND FLOOR SYSTEM LAYOUT 5HOHN ON TH15 SHEET 15 50HEMATIC IN
NATURE. HOWEVER, THE SUPPORTING 5UPER5TRUCTURE HAS BEEN DESI6NM UNDER THE
0. MEN HOOD F05T5 ARE NOT IN A FIRERATED WALL, FIRE RATE POST AS FOLLOW5:
16. SMOKE DETEr.TOR5 REQUIRED ON ALL HVAr, UNITS WITH 2001 OFM OR MORE.
AND BEAMS AND FULL DEPTH LAPS AT ALL MA50WY AND INTERSECTIONS.
ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL OL05ELY PARAL EL FINAL TRU55
HRAP P05T ON ALL 51DE5 FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH (1)
14,1. CEILING AREA 110 V. SMOKE DETECTOR5 SHALL NOT BE CLOSER THAN 5 FT. FROM
5. GENERAL:
AND FLOOR SYSTEM DE516NER5 LAYOUT.
LAYER OF 5W TYPE "X" 6YPWM HALL BOARD. TH15 WILL PROVIDE A ONE HOUR RATING
THE DOOR TO BATHROOMS, KA5HER/I:)RYER5, AIC, SUPPLY AND RETURNS 4 KITCHENS.
FOR THE 1*05T`
SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF
A. STRUCTURAL DE516N 15 IN ACCORDANCE WITH A.C.I. 530-06' 'A.5.CE.
TH15 FRAMING 5CHEML (DIRECTION OF TRU55E5 AND 5LAB5, MAJOR 6.T.
111. TRV55 MANUFACTURER SHALL VE516N TRU55E5 To COWLY WITH ALL 5UPERIW05ED
THE PHOTOELECTRIC TYPE.
402-0b, BUILDIN& COVE REQUIREMENTS FOR MASONRY 5TRLrTURE5 AND THE
POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERM155ION FROM THE PRIME
HIND LOADS PER FB.6. 2010.
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES.
PROFE-55IONAL OF RECORD WHO ML15T REVIEW PROPOSED CHAN6E5 AND Ain HORIZE
20. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10- OF A ROOM U5ED FOR
STRUCTURAL REVISIONS AOCORDIN61LY.
5LEEPIN6 FURP05E5 MEN THE BUILDING HAS A F0551L BURNIN6 HEATER OR
B. CON5TRIUCTION SHALL bE IN ACCO?kOANCE WITH A.C.I. 550.1-ObIA.S.C.E. 0-04wf.m,
MEGHAN1(:..,AL NOTES
APPLIANCE, A FIREPLACE, OR AN ATTACHED 6ARA&E. PRIMARY POWER SHALL COME
602-06,5PECIFICATION5 FOR MASONRY STRUCTURES AND THE COMMENTARY ON
3. FINAL 5ioNL[� AND 5EALEP EN&INEERED TRU55 AND FLOOR SYSTEM DE516N MUST BE
FROM THE BUILDIN6 WIRING WHEN 5XH WIRING 15 SERVED BY THE LOCAL POWER
5PECIFICATION5 FOR MASONRY 5TRUCTURE5.
5UBMITTEV TO TH15 OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DE516NERS MUST
UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP.
PROVIDE ALL M65 CONNECTION5 AS PART OF THE DE516N.
I. ALL HEATING, AIR CONDITIONING, REFR16ERATION AND VENTILATION EQUIPMENT SHALL
C. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR AFf'ROVID iA" THE
TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE
2i. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR
BUILDINGOFFICAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN
4. TRL65 AND FLOOR 5Y5TEM MANUFACTURER SHALL SUBMIT THREE 0) COPIES OF SHOP
MECHANICAL" AND FLORIDA BUILDIN6 COVE ENERGY CONSERVATION.
LABELED
LABELED BY A NATIONALLY RECOGNIZED TE5TIN6 LABORATORY.
ACCORDANCE WITH 5LOTION 2122.2.4 F.B.C.
DRANNI55 AND ENGINEERING CALCULATIONS 516NED AND SEALED BY A FLORIDA
REGISTERED EN61NEER, OF THEIR DE516N, FOR REVIEW INCLUDINIS, TWO (2) COFIE5 FOR
2. A 44 CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLIN6 UNITS.
22. TAMPER RE515TANT RECEPTACLE5 ARE REQUIRED IN DWELLING UNIT5 IN ALL AREAS
6. VERTICAL CELLS FOR MASONRY TO BE &ROUTED SHALL HAVEVERTICAL
ARCHITECT/ ENGINEERS REVIEW PRIOR 'TO FABRICATION. REVIEW OF SHOP DRAWINGS 15
5PECIFIED IN NEC 210,52 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC, 4060.11
SUFFICIENT To MAINTAIN A CLEAR UNOBSTRUCTED WNT, CELL.
A COURTESY BY THE ARCHITECT/ E%INEER AND IN NO WAY RELIEVES THE
5. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURN5 WHICH PA65 THROUGH RATED
MANUFACTURER OF H15 RESPONSIBILITY TO PROVIDE! A LAYOUT THAT FULLY
ASSEMBLIES IF ANY.
:.'3. INTER5Y5TEM BONDING TERMINATION FOR CONNECTING INTER5Y5TEM BONDING AND
1. CLEANOUT OPENIN66 SHALL BE PROVIDED AT THE BOTTOM OF OUTL0 CL-.t� I L
6+'
INTE6RATES WITH THE ARCHITECT/ EN61NNER5 5UPERSTRUCTURE. IF THERE 15 ANY
6ROUNDIN6 CONDUCTORS SHALL BE PROVIDED FOR TV, WMMUNICATION5, RADIO,
EACH LIFT OVER 4'-0* 1116H. CLEANOUT5 SHALL BE SEALED AFTER GLEANING AND
CONFLICT OR ADDITIONAL 5TPJZTURE NEEDED, THE TRUSS, AND FLOOR SYSTEM
4. ALL DWELLING ROOMS MUST HAVE HVAC RETIURN5. RETURN5 MAY BE DUCTED,
CATV, ETC. PER NEC, 250.414,
INSPECTION, AND BEFORE &ROUTIN6.
COMPANY SHALL NOTIFY THE ARCHITECT/ 5&NEER IN WRITING OF THE 5PECIFIC
JUMPERS OR TRANSFER 6RIILLE5.
AREAS OF CONCERN.
ST LI NOTE�
5. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
5. TRU55E5 TO 5E DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EOUIPMENT.
ADJOININGCRADE OR SHALL 13E SUSPENDED A MIN. OF b' ABV. ADJOINING GRADE.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON
PADS SHALL BE A MINIMUM 4'-O"xcI'-O' PAD FOR DOUBLE UNIT.
1. STRUCTURAL 5TEEL SHALL CONFORM TO THE A150 'SPECIFICATION FOR THE DL!�Ir:A,
TRI65 DRANIN65THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE
FABRICATION AND ERECTION OF 5TRXTURAL STEEL FOR BUILDIN66" . MATERIALS SHALL
COORDINATION BETWEEN THE TRIJ56 DE516N AND AIR CONDITIONING DESIGN
CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: A SHAPES - AqcI2-06a,
REQUIREMENTS.
OTHER 5HAPE5 - A36-05, PLATES A56-05 BOLTS - A 501-04 TUBULAR - ASOO-al GRADE
PLUME31 N6 NOTES
B (46 K51)
6. NEITHER ARCHITLCA fk)k EN62INEER ACCEPTS ANY RESPONSIBILITY FOR 51"TURAL
BEAMS, COLUMN,-;, AND FOOTllsi65 UNTIL REVIEN OF APPROVED TRU55 AND FLOOR
2. HELPED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING 50C,161'(
SYSTEM DRAKIN66, 516NED AND SEALED BY A FLORIDA REGISTERED ENOINECR.
I. ALL PLUMBING FIXTURES SHALL BE IN5TALLED IN ACCORDANCE WITH 5E6TION 405,
"STRUCTURAL PELDINC? GODS". ELECTRODES FOR FIELD AND SHOP HELPS SHALL bi.:
A.H.S. A5.1 IF7OXX.
-1. ALL INTERIOR LOAD DEARIN& PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
F.B.C.
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.5, FB.C.
L30TTOM EACH 5TUD. (WNT`D)
5. D15PO51TION OF RAIN HATER SHALL COMPLY WITH FB.C. PLUMBIN6 CODE CHAPTER 11.
I'K (�AL 5`�MBOL�
LF(5F
- NO
V. RECEPTACLL
TEL605ION JACK
FAN
........
W--M
II
AT la" A.F.F.
PREHIRED
BOX
QD
DUPLEX RECEPTACLE/ ARC
IT
51WLE RECIEFTACLE
HVAC
D]
JUNCTION
BOX
II
FAULT INTERRUPT AT 12" A.F.F.
DEDICATED
T
THERMt�TAT
DUPLEX RECEPTACLE
5INISLE RECEPTACLE
INTERCOM
PADDLE FAN
A/ OR H01 L16HT
AT BASE
DEDICATED 5HITCHED
AT 60" A.F.F.
?c
12UPLEX RECEPTACLE
SINGLE RECEPTACLE
FLOURE5CENT
AT b " ABV. COUNTER
tD
DEDICATED UNDERCOUNTER
5ECURIn'
LI(5HT FIXTURE
KE"(PAD
DUPLEX RECEPTACLE
FLOURZ50ENT
F1
GROUND FAULT INTERRUPT
DUPLEX RECEPTACLE- ARC
DOOR
LIGHT FIXTURE
FAULT INTERRUPT 0 12" A.F.F.
CHIME
DUPLEX RECEPTACLE
TCCF
AT b" ABV. COUNTER
DUPLEX RECEPTACLE
T
PUSH
INCANDESCENT LI&HT
FIXTURE
FE CLO. MNTEP.
6ROUND FAULT INTERK;,iii
TOP REC. 5AITCFED
BOTTOM
T
DUPLEX RECEPTACLE
ARC FAULT INTERRUPT
SNITCH
TELEPHONE OUTLET
Y_
INCANDESCENT LIGHT
FIXTURE HALL. MNTIED.
II
TOP REC. 5AITC44ED
AT 12" A.F.F.
DUPLEX RECEPTACLE
SINOLE POLE
HI HAT
G\'Fpl
WATERPROOF
TELEPHONE OUTLET
FLUSH IN FLOOR
cLr,. MOUNTED
6ROUND FAULT INTERRUPT
THREE WAY
DUPLEX RECEPAICLE
5HITCH
DEDICATED
HI HAT
VAPOR PROOF
!u c
UNDER COUNTER
f4
FOUR KAY
DATA LINE
QUADRUPLEX
fu
5HITCH
C. V.
CENTRAL VACUUM
RECESSED
EYEBALL
RECEPTACLE
DIMMER
RECEPTACLE
1T')()PLEX RECEPTACLE
�K
5HITCH
6(p
SECURITY
CC 6)
CARBON MONOXID! ,
DETECTOR
HJ,15H, iN FLOOR
KEYED
L16WS
PROP05ED 51NOLE FAMIL`T` RE5- I OENCE
5T LUGI!'-
- 'ION`(' t FL
LOW VOLT.
LJ
SMOKE DETECTOR
SMOKE
DIETECITOR
EXHAUST
FAN
EXHAUST FAN
/LI6HT COMBO
SPEAKER
IN CL6.
L\1/ DOOR
RELEA6E
nv
VOLUME
y
CONTROL
SWITCH
DISCONNECT
BREAKER
PANEL
F.P.4L. METER
4 015c.
LOW VOLTA6E
".J i
TRANSFORMER
PLAN /ELEVATION5YME30L5 LEGEND
SCALE
DE fAIL
ewe ECALE
..,, �1� 5ECT1011 ---
D�NG SCALE
5ECTIOi-% -A
D VVG SCALE
1NT ���
4 INTERIOR
ELEVATION
3
DOOR LABEL
O
AINDOH LABEL
00# COLUMN LABEL
OF# FOOTIN6 LABEL
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS.
5. CONDEN5ATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING.FLORIDA WWiN& CODE 2010
6. SHOWER COMPARTMENT5 AND HALL5 ABOVE BATH TU55 WITH 5HOHER HEADS SHALL NEC, 2006
BE FINISHED WITH A SMOOTH , NONAB50RBENT SURFACE TO A HEICHT NOT LESS THEN
10 INCHES ABOVE THE DRAIN INLET. A.S.C.E.- 1-10
5GHEDULE
LOCATION
LIVE
DEAD PARTN
TOYAL
ISROUND FLOOR
40
50 10
100 c4pplieg to 51ab
FLOOR FRAMIN6
40
15 10
65
ROOF
50
25 0
55
KIND:
ULTIMATE HIND SPEW z 165 m.ph.
NOMINAL KIND SPEED = 12b mph.
R15K CATA60RY = 11
BUILDIN& DE516N AS ENCLOSED
EXP05LRE CATE60RY = 0
ROOF DEAD LOAD FOR HIND
DESIGN TAKEN AT 10 ps.f.
140TE THIS STRUCTURE 15 DE-516NED IN
ACCORDANCE WITH CHAPTER 16 OF THE
FLORIDA BUILDING CODE AND A56E. DE516N
MRE55URE5 FOR EXTERIOR DOORS AND
AIND01,15 ARE NOTED ON THE DOOR AND
WINDOW 5HEDULE5. WINDOW AND DOOR
MANUFACTURERS SHALL MULTIPLY THE GIVEN
DMI&N PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
5HEARKALL LABEL
BEAM LABEL
000# MAX. TRU56 CONNECTOR
Tr_0 LABEL
,
AREVISION
N
NORTH ARROW
BREAK LINE
6RAPHIC, SCALE
1111111111110111,
E: __ __ __ __ D
ELEV.
-tv- ELEV
J--, 0'-0- FIN. FL. SLAB
qw--
C-1
WVER -chWr
cc- 0 &
w5'1,
ST. LITCTF CotrNvTY RITIT.PINC j)MSIONI
5_1
'"") FOR
ARCH1TW7LRA/_ 6/7-E PLANO EVIIEWE D FOR C LANCE
'X"CE
REVIEIVED By
A-]
FOUWATION DETAILS
DATE
A-2
FIR5T FLOOR PLAN
PLANS; AND PERAM11 U B KEPT ONp J0.8
OR NO LNSPECTION WILL BE INLUE,
A-5
ELEVATIONs s DErAiL5
A-4
5ffCr10h6 4 DETA15
A-5
ROOF FRAMING PLAN
A-6
ROOF 5RAC/N& PLAN
A-7
ELECTRICAL
THESE PLANS AND ALL PROPOSED WORK
PLAN
'* ARE SUBJECT TO ANY CORRECTIONS
H-/
Mr-CHMICAL PLAN
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALCAPPLICABLE CODES"'
ES:
NON-DEARIN& FRAME
CONSTRUCTION
BEARIN& FRAME
CONSTRUCTION
FRAME CONSTRUCTION
ABOVE OR BELOW
BEAM HEIGHT
C,HAN6E
IA_ .•1700 1 q I WIA il r*0
POTSHELF HEIGHT
AS NOTED
2
WOO
ARCHW OPEkiti��
a 7_7 -7 11E PLAN OR ELrzv
M
MA5ON-ON5TRXTION �=Lm TYPICAL
. .. ........ .
THE DFbI&IN PROFE�510NAL A55UME5 NO
LIABILI'TY F'OR IMFIROPER 5LOPE5, &RADE
OR MEAei)REMENT5. ALL FIOURE5 TO BE
VERIFIED BY A LICEN5ED &ENERAL
CONTRACTOR IN THE FIELO BEFORE
CONe-111MIXTION.
no. date,
REV #I b/25/15
ADJUST FOOTPRINT TO 511-113ACK5
ALL PH66 OHAN&ED
I
o r- o EMI n PAR
c, h 0 c, k, 0 d PAR/65
dote, 6124115
5c,o 10 114" = I'-O'(V.N.0)
job rlc, 15-002. COR
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FL. LIC. 61850 --- C.A. 26210
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Structural Engineering
0
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
WWWOEASSOCIA"VES.COM
I
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0
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0
00,
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u3-11'
4,1
THE DE51ON PROFE55IONAL A55UME5 NO I
LIABIILITY FOR IMPROPER, 5LOPE5, &RADE51
OR MEA5UREMENT5. ALL. FIOURE5 TO BE
VERIFIED 51" A LICEN5ED GENERAL
CONT�IIACroR IN THE FIELD BEFORE
CON) -RUCTION.
re;,\,d5ion
��
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FL. LIC. 61850 - C.A. 26210
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Structural Engineering
a
Cost Segregation
300 AVENUE C> CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
V4WW.QLASSGClA'TES.00M
drovmiline
SITE PLAN
Sheet
S-1
THE5E f;l,.AN'-:5 CONFORM TO Ff3C --:201(,)
no. date,
REV #1 6/25/15
ADJUST FOOTPRINT TO 5ETBACK5
ALL PH65 CHAW-,F0
RE13AR * 46"
OIC, VERT.
60NO CAP WI 6124115
#5 VIA VERT. 114' - /'-0" ORO)
L n 15-002. COR
A/Rff tvr�
SI—r_1-47 CONT.
VL Al BARS ONLY
REOO. SEE
c-'N= 9 E
EQ. EQ. 6ONTAIEBAR
-= F00 I IN& 5CILEVULE
SEE &CHED. E06E BARE ALKAY5
SPACE OTHERS
EQUALLY
8 CONT. ISOLATED SPREAD
N
46 DIA REBAR 0 -ell
0/0 VERT.
44 -OF REINF a 12" O.C. EXTENDED
INTO MAIN SLAB56" MIN.
MWIVE #5 TEMP BARS t) 12" O.C.
AIRS m=_* ra7Apr
/—TRANSVER51F
BAR5 ONLY
READ. SEE
_77 -
____5c4x"
;:;ONT.REBAR
SEE FOOTIN6 SCHEDULE
SEE 5CHED. 1 W6E BARS ALKAY.5 'f REMIM. SPACE OTHERS
BOUALLY
CONT. ISWATED SPREAD
CONT. ISOLATED SPREAD @
FOYER STEP
5EE PLAN FOR NO. $ Oft OF
R1_1iER5 AND TW-AM -/ #3 N051NO
10 �EE - PLA TYPICAL(2) LAYERSOf 6xb
Pql.4xPql.4
SM PLAN A
#4 BAR5
0 46m 01C
A
Ir
1 .2) *4xCONT.
CONT. CONC. FW11N&
SEE 6CHEOULE
TYP. GONC. STAIR DETAIL
Al
MESH
/45 CONT.
3" MIN. COVER 101,
THICKENED EDGE #1
51-1011
111-21/21
101-11,
CARRY ALL FILLED
CELLS MOWN TO
FOOTINC7'n'P.
I-q 1/21,
DO2 G2 CO2 ( G2,
001 1501 10 101 0 001 1001
I
0 / \ I I
0 Iz
g\
C2
A
CFF 1'\
� G I GENERAL CONTRA LTOR TO FIELD VERIFY
0 FINAL NUMBER OF 5TEP5 UP TO FINAL
FIN15H FLOOR HEIGHT. TERMI WL
:)401GONG SLAB
%1 0 FIN PLR WTHICK 2500 P51 (HI1,0 POURED COWRZTE 51_a (Ord
cil! ELEV. 's EQUAL) OVER bx6xI0/I0 W.W.M. OVER APPROVED
VERIFY ALL SLAB HT5 VAPOR BARRIER AND ke.L COMPACTED (TO 45 ib)
BEFORE CONSTRUCTION GLEAN AND TERMITE TREATED SAND FILL.
NOTE: ALL CONCRETE BL&Cr-, I YPE5 SHALL bE F1
INSTALLED AS NOTED.
NOTE TO BUILDEK
BUILDER SHALL WITH FBC i;-1_uIvI6IN&
SECTION R40411 FOR STEM WALL 5HOAN For<�
CONSTRUCTION REFERENCE ONLY
NOTE TO BUILDER
BUILDER SHALL REfERIO
&EO-TECH. REPORT FOR
CF5 ADDITIONAL 51TE PREPARATION
-IN PRIOR 10 STARTING FOUNDATION ION
F1 PLAN.
SHADED cELL5 INDICATE
Wxb" W(I)#5 VIA VERT. a 46"
O.C. MAX FROM SLAB DOWN TO
FT6. TYP. WHERE 5HOM
FOUL NUA*1`101".AN'
,G
ALE 114'= P-O"
F2 F1
Z
. ..... F3
6,
COLUMN E"
NOTE.
ALL CONCRETE BLOCK TYPES SHALL
BE INSTALLED AS NOTED.
Cv.C. SHALL VERIFY ALL HE16HT5
BEFORE CONSTRUCTION
MARK 611E TYPE DESCRIPTION
exe COW. BLK W1 FULLY 6ROU7W CELL W145 VERT. EA. CELL
C-1 CELL e &-Ol 01C OR AS LOCATED ON PLAN
ex16 COW. BLK W2 FULLY 6ROUTEP CELLS W145 VERT. EA. CELL
C-2 E$LOCK
ex12 RINKER T-324 OR EWAL
C-3 BLOCK COW BLOCK FULLY OROUIW W2-� DIA 'YEkr.
�„ ,, . - 1-
5EE PLAN FOR BAR 51ZE AND
5PACIN6 OF 5000 P51 &ROUT
FILLED CELL. PROVIDE CLEMOUT
AT BOTTOM TO ENSURE PROPER
FILL. ADD WEEP HOLES AT 1/' :5
AND 2/5 OF SPAN HOOK REINF,
BAR 12' AT TOP AND BOTTOM
6" x b" x 16" CONCRETE MA50NRY
UNITS PV TYPE RM11 MORTAR
4" CONCRETE SLAB W bxb #10/10
WELDED HIRE MESH ON CLEAN
COMPACTED FILL
FOUNDATION
VAPOR BARRIER
TYP. GROUT FILLED MASONR"( I)EE'I"AIL
S.C. TO VERIFY ALL FOUNDATION DIIi,1ENSION5 AND
FIN15H FLOOR HEIGHT WITH SURVEY INFO BEFORE
CONSTRUCTION
NOTE:
G.C. TO VERIFY 501L 5EARIN6 CApArjT r, p:Ok
FOOTIN6 TYPES SPECIFIED WITH A 50IL5 REPORT
5TATIN6 COMPACTION MEETS 95 % BEFORE
CONSTRUCTION
NOTE:
57-C. TO VERIFY ELEVATIONS WITH
AND ADJUST ACCORDINSLY IF NlEcE55Awr'
BE -FORE CONSTRUCTION. 00 NOT EXCEED MA,,
BUILDING HT. ALLOWED BY LOCAL CODE5.
NOTE;
kCATHI" LKIN& taikEA eb!_E'_1+01.2.6)
JeCATHERINO: NEGLIGIBLE
TERMITE-:; VER"( HEAVY
NOTE TO BUILDER! MA50K
EXACT MASONRY OPENING 51ZE-5 ARE
TO BE OBTAINED FROM BUILDER
BEFORE CONSTRUCTION DUE TO
VARYING MANUFACTURER M.O.V. SEE
FLOOR PLAN FOR HINDON PLACEMENT
AND LABELING.
NOTE TO BUILDER: NOTE TO WLPLR
ALL MA50NRY RETAININ&,\L!_a VERIFY ALL PIMEK16k:_ ArV AN&LE5
SHALL BE 6ROUTED 501_1u 13ELok SHORN HITH 51TE SURVEY
SLAB LEVEL INFORMATION 5EFORE6ON6TRUCTION
f00T ING SCHEDULE
MARK
SIZE Oto) k6WORCIN& VE5CRIPTION
1 t"a
F-1
le x 12
W4 #5 CONT. (2 TOP 0 2 BTM)
STEM KALL TYPE
Fif
5TEN WALL
F-2
le x 12
H/4 #5 CONT. (2 TOP a :2 BTM)
0 STEP
F2
5TEM WALL
F-.5
le x 42
H/4 #5 CONT. (2 TOP s 2 BTM)
a 5TE-P
F!;
THICKENED EDGE
TE-1
10"X DROPX CON77N
WI #5 CONT.
e STEP
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THE D=1-516N PROFE55IONAL A55(JME5 NO
LIA511_17Y FOR IMPROPER 5LOPE5,6RADE5
OR HE`i!A5UREI'1fE.NT5. ALL FIC—URE5 TO BE
VERIFIED BY A LICEN5ED GENERAL
CON MkCTOR IN THE FIELD BEFORE
CON5,TRZTION.
Shawn M. Stambaugh, PE
FL. LIC. 61850 — C.A. 26210
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Structural Engineering
Cost Segregation
300 AVLhJUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
WWW.QEASSOCiATES.COM
PLAN
A-1
NE!5E PE./DNS CONFORM TO FEr., - 2010
FLGUr�
--,IAJX: vw = v--o"
METAL ANGLE --
ATTACH 70 TRL65 W
R-30 INSULATION 12"�TR465
BOTTOM CHORD
,— PLYWOOD
L=jE7;r0-r0j�--lz M
MOULDING
((dAl ) ATTIC ACCESS SE(""71'10N
SCA
LE 1-1/2' --- V-0'
OR WOOD
5TtV5 0 24"
0/0
0
FIN15HED CEILIN6 - SEE
TYP. WALL SECTION
CONT. 25 GAUGE METAL TRACK5
TOP 4 BOTTOM
25 6AWE CHANNEL SHAPED 5TUC*
24' 0/0 K/I FULL LENGTH LAYER OF
1/20 TYPE r7YPaH WALLBOARD
APPLIED VERTICALLY 4 ATTACHED
IN V LONG BUGLE HEAD 5CREP6 TO
EACH SIDE 0 12m O/C
CONC. FLOOR SLAB
TYPICAL INTERIOR PARTITION
-q,'ALE. 314" a /'-0*
NOTE:
ENGINEERED UNIT MA50NRY USED To
DESIGN WALLS, BEAMS 4 COLIJI*6
INSTEAD OF PRESCRIPTIVE CODE
,NOTE;
RATIONAL ANALY515 KA5 L6ED
TO PE516N THE FOOTING INSTEAD
OF FRE56RIPTIVE CODE.
ATTIC VENT CALCULATIONS
C,ElLlk;� AREA
RATIO
TOTAL NET FRL.'
VENTILATIN& ARLA
1,246 561. FT. /ASO 6.30 W. FT
OR USE 4q.,A>4'M1N OF 2"XIDE SOFFIT VENTING
LOH i�Ei-VENT?,LA TEP ALUMIN 50PPI T THW�RU-�OUT
CALCULATIONS
FIRST FLOOR A/C 1050.0 5f.
TOT?4. J/A 1050.0 5.F.
PORCH 55.0 5f.
TOTAL FOOTAGE 1,105.0 5f.
THE DE51 ON PROFE55IONAt- A55UMF-5 NO
LIABILITY FOR IMPROPER 3LOPE5, &RADE5
OR MEA5UREMENT5. ALL FI &URES, TO BE
VERIFIED BY A LICEN5ED &ENERAL
CONTRA(.11TOR IN THE FIELD BEFORE
C,0N5TRJCTION.
rHEl5F-'PLAN5 CONFORM TO Fi3 - 2010
no. clote,
RFV 41 6/25/15
ADJU5T FOOTt:l;?,l NY TO 505ACK5
ALL DA65 CHAN6F-0
drown t;,AR
c h cc �,-o cl FAR15-5
15-002. COR
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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QUANTUm EN(liNEFKo4G ASSOCIATES INC.
Structural Engineering
0
Cost Segregation
300 AVENUL OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561202.6994
FAX 561.296.2494
viWW,QEASS0CIATES.00M
LOuR i--sLM
GONG. COLUMN
WEATHER STRIPPING
BY DOOR MAW.
6ARA6E DOOR
C7ALV. 6rL. VERT. TRACK
BY MAW. I=A67BNW TO
TRACK BRACKETS W
1/4" 20x1/2" CARRIAGE
-3005
$ LOCK NUTS
-6ALV:
571- TRACK
BRACKETS FASTENED
70 WOOD .IAMB W
3176ftxI-114'LAr7 -SCREk\6
2xb P.T. ATTACHED TO
MAW. 5 METHODOF
COLUMN W //2' A.B.
ArTAC*f.W SAAU
0 21-0, 0/c VERT.
PREVAIL k#CN WWI
W COMPLETE ffiSTRZ770W
(6 " MAX. FROM EN05)
JAMB DETAIL (GARAGE DOOR)
I-VATION
�a,(;ALE; 1/4" = 1'-0"
PRE -ENO TRV-7SZ�
ALL EXTERIOR CEILING MATERIAL
TO BE HY4R 15 LATHE AND STUCCO
FASTENERS AT 24" O.C., EITHER
1-5/4' MIN EMBEDMENT ROOFIN&
NAILS WITH 10' SHANK AND 5/W
HEADS OR 5TAFLE-5 WITH 1-5/4'
MIN EMBEDMENT LEGS 4 1/16' (16
&AC-4
EXT. PORCH CLG DIET. #1
CONC. OR MASONRY
DRYWALL DOARP
2X4 P.T. BUCK SET A
SEALANT AND SECURED
W 3-114 " x 114 ONN)
TAPCON-5 AT
c
DOOR TRIM
DOOR FRAME
FASTEN TO 51)GK
(Z #6 OAL V. A 2
-'-CREk6 a 2 0
DOOR TRIM
HEAD/jAMb DETAIL (DOOR)
DOOR THRESHOLD 5E1
IN BED OF CAULK $
FASTENED TO SILL W
#e x 1 112" -,;CREk6
.9 le" 0/c
IPERIMETER CAULKiNr,
F- FLOOR COVERIN57
:ONG. FLOOR 5LAB
'ERIMETER CAULKING
;ONCRETE SLAB
SILL DETAIL (DOOR)
15 P.T.
SEALANT AND NAILED
CASE HARVENLP
COIL NAILS AT 12'01C,
MAX.
COZ. OR MASONRY
I
n
Q
r.-ORYKALL BOARD
CAULKING
1",- ALUMINUM FRAME
FASTEN THRV BUCK W
3116"x.3 1144 TAPCON
r CREPO o 124 01C
PERIMETER CAULKING I
7--.5nrwFINI-l;H i
HEAD DETAIL (WINDOW)
R I H T E L L'7'.-'ATION 20"X 26'R.O.
SCALE : 1/4" = 1'<," DIP - 44.15
NOTE TO 67.6. NOTE TO BUILDER:
6.C. SHALL ASSUME RE-5PON5ibiLI10 FOR 1,LL VERIFY BASE ELEVATION OR FLOOD
MAWNRY/ROU0114 OFENIN6 SIZES AND SHALL VkRIFY PLAIN MAX HEIGHT HiTH
WITH PRODUCT 5FEC.'s BEFORE CON5TRJCTION. PROFESSIONAL LAND SURVEYOR
BEFORE CONSTRUCTION.
'!P 1-0 11 T.Obb.
;ROVE f=,LOL-*
a FLOOD HT
6TZADt
5-& -ME)
FRAME NAVD.
o2"X 61"R.O.
DP - 46.41
+ 42.5b
0
54"X 65"R.o.
DP - 46.41
+ 42.5b
ROW[ E`
SCALE: 1/4"
G)
54"X 65"R.O.
DP - 46.41
+4256
01
b:2"X 64"R.O.
DP - 46.01
+42.12
ALUMINUM FRAME
FA5TEN THRU BUCK A/
311640 114" TAPCON
SCREWS a 121 016
PERIMETER CAULKING
STUCCO FINISH
CONC. OR MASONRY
lx5 P.T. BUCK SET IN
SEALANT AND NAILED
WI-112m CASE HARDENED
COIL NAILS AT 12;! Or
MAX.
OR104ALL, BOARD
CAULKING
JAMB DETAIL (WINDOW)
12
El'
(D
-15"x 63"R.O.
vp - 46.41
+ 4258
RAISED SMOOTH k ME il"flotk$
BASE FINISH OVER cMU HALL5-
`ALUMINUM FRAME
SECURE FRAME TO SILL
WITH 51L ICONE
CAULKING
Q
0 0 QO Q,
. CPO Q
PRECAST OR POURED
SILL
PERIMETER CAULKING
SILL. DETAIL (WINDOW)
WOVE FLOOR
Iv FI-000 Hi"
ELlrv.: -7.0,
MEANORACE
5-65, MEAN
GRADE N.A.VD.
.22'-Ou A)
MAX &P6, HT.
F.6. SHINGLE ROOFING TYF.
-roba.A
ABOVE
FLOOR 7--
TEXTURRIED CVMENTITIOU5 HN61i
OVER CMU KALL5- TYP.
4" HIDE RAISED
5mooTH snicco
BANDING ALL AROUND
01--Ol it FI-000 H7
f 3A5E h.�V 7.0'
P"rLr�N vet
3.63' MEAN
OF�AM KAYD,
THE OF-51 ON PROFE55IONAL A55UME5 NO
LIABILITY FOR IMPROPER 6LOPE5, 0—RADE5
OR MEA' 5UREMENT5. ALL F I 6URE5 TO BE
VERIFIE---I;) BY A LICEN5ED GENERAL.
6ONTRjl's6TOR IN THE FIELO BEFORE
r,ON5TRIJOTION.
no. date
REV #1 6/:25/15
ADJ)5T FOOTPRINT TO 5ETBACKS
ALL OP465 CHANGED
PAR
PAW65
6124115
114" = P-O" ON.0)
job rio. 15-002. COR
Shawn M. Stambaugh, PE
FL. LIC. 61850 C.A. 26210
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QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
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300 aL%VENi. L OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
WWW.Qi- ASSOCIATES.COM
ELE A-1-IONS
.,;Zi allet!
1HE5E FLAN5 CONFORM TO FEIC - 2010
rovieion�3
11
w
RAIL DETAIL
COVER ALL CONDITIONS
HANDRAIL
50UITHERN Y. FINE #1
TYPICAL
PICKET
50UITHERN Y. FINE #1
SPACED TO REJECT
A 4" SPHERE
('Fb z 1150 P51) TYPICAL k
iv
L5PkLK FOK
WALL MOUNT
HANDRAIL
DETAIL
#12X3, HD.
%Rfk6 TOP 4
BTM. TYP. 5CREH5 TOP 4
#1:2x5,, H0. STM. TYP.
SCREWS TOP 4
BTM, a 16" Olr,
(ONLY APPLIES TO
CONNECTION TO iv. i=RMIN&. DOES
HOOD FRAMING NOT APPLY TO STAIRS
GUARDRAIL DETAIL
COVER ALL CONDITIONS
FLR
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SEE BEAM SCHEDULE
-Flu CoLumt,6
AND LINTEL _ejoLlo
W 6ROVT
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55EE LINTEL SCHEDULE
I
H16H 5TREN&TH PRECAST LINTEL
k00WORCIN6 AS REQP.
'iEE L/NTEL 5CHWULE
COLUMN5 Bky:ohv
SEE FOUVATION PLAN
TYp TYPICAL DETAIL LINTEL
AT P E k I N G
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(= 6-0".
PROVIDE 8'X15' MIN.
AND COLUMN
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SCHEDULE FOR
w 145 MID. OR
REINF.
WXW MIN. FORMED
CONC, 5ILL W 2-w_;
lMASONRY
br.
MASONRY 4 OPENING
MID.
1
WALLOPENINGS
> 6' -0":
BREAK Ak4AY5IvE
PROVIDE &'Xb" MIN.
BOND BEAM COURSE
OF MASONRY 4
W 2-#5 MID. OR
COLUMN FOR
&..Xb' MIN. FORMED
CONNECTION TO
CONCONTINUOUSPOUR CONC. SILL W 245
ft. M
HOOD 5TAIRS
PWVIDE 6" MIN.
PROVIDE
PENETRATION EA. 4a" MA . X.
t
FILLED CELLS W
END 4 TIED TO .
L
145 VERT. POHEL
VERT, REINF.
K/ STD. ACI HOOK
FOUNDATION OR
EA. END a 4'-0'
.4,
INTERMEDIATE
C WHEN PEN t,6
0/ 0
BEAM
EXCEEDS 4'-0'
WIDE
1/4" TH-x&`xi2'yTL PLATE HELI?EaJTO TOP LEFT AND
Top RIGHT 51vE5 OF 5TL ANGLE Box. 5ecUgE W(:2)51bll
DIA) W.A. a b' O.C. INTO EACH PLATE. 4' MIN EMBED TYP.
THRU-OUT
-,-1/4"THK x2"x2" 5TL AN&Lt:
HELDED INTO BOX SHAPE
ACV DIA50NAL5 - I EACH 5L)E
PAINT ALL SURFACL5 FOR RUST
PREVENTION
bA6E 5OLTEDT0 HAU.
kV(51b' DIA) RA. 12" O.C. (5 MIN) 51ZE OF
BASE TO BE DETERMINED BY 6.C.
A/C SUPPORT DETAIL
PT 2X2 MIN CONTIN i;,e6iLii
W5116' X 1-1/4' EM5EDMT
TAPCON5 a 24" O.C.
LNAILS0.1- MA.1_4HANr;, 3/e` Dlr,
HEAD 1-1/2" LON6 0 6" O.C.
(WHITE)
VENTED SOFFIT "AMC"
1-CHANNEL 00155 it NC UM WT-NAIL 4o 12" O.C.
TO CBS 4 1& GA 1/4" 56 STAPLE PV 116" MIN
EMBWM`r a 24' O.C. TO PT 2X2 BATTEN. (MIN)
11 M L f� 1 DLI A L
yp�') IF` 1" A`1 I AC
C—A4
SILL REINF. AT MASONRY OPENINGS (TYP.)
5/4' a P-O"
i bfN 0-- L/N'):b N,ca 5HI 146LE5 OVER FEEL 4 STICK
ME RE KOOFIN6 OVER 14/*52" EXT 6RAPE CVX
PLA'IeV. FASTEN ROOF PER MANUFACT.
A1ION5 FOR 165 MPH HIND PER. F.B.C.-R, 2010
EDITION. (SEE DIAPHRAGM SCHEDULE FOR NAILING
PATTERN ON 5HEATHIN6
PRE-EN61NEERED ROOF TRUSSES AT 24' C/C
5= TRUE75 BRACN& PLAN FOR ANCHORA6E
5C,HEMLE AND DETAILS.
FROM MAIN FLOOR
CONTIN. &ALV. MTL DRIP OVER 2xb HOOD
FASCIA ON TRU55E5.
UOE VINYL COVERED FASCIA AND VINYL
VENTILATED SOFFIT.
L 4
TYPICAL BOND BEAM. REFER TO
FLOOR PLAN FOR BEAM SCHEDULE.
CORNER BARS MIN LAP 25"
5/6" 5114CO FINISH (2 COATS) OVER
&" CON,','. BLOCK PV (1) #5 BAR VERT.
IN CONC. FILLED CELL AS PER PLAN
MIN LAP 50 VW-0ER5
Wxlb" BOND
BEAM (PER
SCHEDULE)
Wxb" FRECA5T
LINTEL.
_JI
AND LINTEL 50LID
kV GOUT
'e" FILLED
CELLS PV 1#5
VERT. (TYP)
TYPICALL")ETAIL
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LINTEL 0i"Ni COLUMN
R-50 BATT. INSULATION
(5EE ENERGY CALCJ
5/64 6YP5UM BOARD APPLIED TO
UNDERSIDE OF TRU55E5
SEE FLOOR PLAN FOR VAULTED ARIES
57L;GW FINISH ON IN51DE OF
67ARACE TYP.
NOTE:
R71023.1 MATERIAI-5. ALL 6YP5UM BOARD MATERIALS AND
ACCESSORIES SHALL CONFORM TO ASTM C 56, C 141, C 415,
0 514, C 650, C,151, c 960, c, 1002, C 104-1, C IM, c 1118, c
1216, C 1595 OR 0 15% AND SHALL BE INSTALLED IN
ACCORDANCE HITH THE PROVISIONS OF THIS SECTION.
ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD
SHALL CONFORM TO ASTM 0 551.
51WZO 5TOPA5 REQUIRED BY EFA . . p . I= � 4" THICK CONC. SLAB IV 1.4xl.4 H.H.M.
LOCAL BLD6 DEPARTIVIT AND PER V_J_14 AROUND PERIMETER OF BLDI5. ON VAPOR
_7
FB.0.2010 TBARRIOR OVER GLEAN, WELL COMPACTED
TERMITE TREATED FILL.
5EE PLm
I\p FOR 6N FLOOR OF 6
NOTE.
ALL WALL AND CEILING FiNiSHE5 SHALL HAVE A
FLAME SPREAD CLASSIFICATION OF NOT 6REATER
THEN 200 AS PER FBC, R 2010
NOTE:
INSULATION MATERIALS, IWLUUiN& FACIN65, SUCH AS VAPOR
RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED HITHIN
FLOOR -CEILING A65EMBLIE5, ROOF-rEILINC, ASSEMBLIES, WALL
A55EMBLIE5, CRAHL SPACES AND ATTICS SHALL HAVE A FLAME
SPREAD INDEX NOT TO EXCEED 200 KITH AN ACCOMPANYING
5MOKE-DEVELOPED INDEX NOT To EXCEED 450 WHEN TESTED IN
ACCORDANCE HITH ASTM E &4.
NOTE:
EXP05M ATTIC INSULATION. ALL EXI`05LO INSULATION MATERIALS
INSTALLED ON ATTIC FLOORS 5HA[l HAVE A CRITICAL RADIANT
FLUX NOT LE55 THAN 0.12 WATT PER 5QUARE CENTIMETER. EXPOSED
FOAM PLASTIC INSULATION MATERIALS EXPO°3EP ON THE
X)MVE OF THE ROOF PEGK OF i)N THE ATTIC, AALL55HALL
COMPLY HITH SECTION R516
NOTE:
R102.4.1 GENERAL. CERAMIC, SHk_L BE
INSTALLED IN ACCORDANCE HIT H AN51 AIO�3], AlOeA,
AlOb5, AlObb, A106.11, A116.1, A103,,4,156JAN A13-71
R702-4.2 CEMENT, FIBER -CEMENT ANO) &LA55 MAT
6YP5UM BACKERS. CEMENT, FIBERCL�MEN r OR (5LA55
MAT GYPSUM BACKERS IN COMPLIANCE KITH A5TM 6
1255,0 1325 OR C 117b AND IN5TALLW IN
ACCORDANCE KITH MANUFACTURERS"
RL.60,MMENDATI&N5 SHALL BE USED AS BACKER5 FOR
HALL TILE IN TUB AND 5HONER AREAS AND HALL
PANELS IN 5HOPqER AREAS.
USE FIBER CEMENT TYPICAL WHERE; NbF_R&L, 65
PREFAB UNITS ARE NOT INSTALLED.
9-. -". -VI
TYF I CAL(L)" r4" E STORY li VALE. T10A
11"ALE 314' = 1'-0"
THE OE�)I&N PROFE55IONAL A55UMF-5 NO
LIABILITY FOR IMPROPER 5LOPES, &RADESO
OR MEA5UREMENT5. ALL. F16URE5 TO BE
VERIFIC.") 6( A. JLICEN5ED &ENERAL
CONTRACTOR IN THE FIELD BEFORE
6ON5T`RJCTION.
r1o. date,
REV #1 6/25/15
ADX5T FOOTFf<INT TO 50B)atCK5
ALL OP405 CHAt�OED
c�roInd n PAR
chcck,od FAW55
114" = /'-O" (V.N.0)
job r1c; . 15-002. COR
Shaw M. Stambaugh, PE
FL. LIC. 61850 — C.A. 26210
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QuAr,aum E:NuNl_Li-tiNG ASSOCIATES INC.
StructuralEngineering
Cost Segregation
300 AVENtJr— OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
VWWW.QEASSOCIATES.COM
W,
of
THE5E PLAN5 CONFORM TO FBC - 2010
rovle,ion5
&" PRECAST 4 PRE5"rRE55EP U-LINTEL5
GRAVITY
8F8-,OB 8FI 2-OB
allB 81`8-113 OF12-18
'co aci
8F1 6-08 8F20-M I BF24-08
y
8F28-OB 8F32--OB
TYPE
LENGTH
8FI6-18
8F20--I8
OF24-18
8F28-18
8M-1113
(A)
2'-10' (34-') PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
*6
-M
10472
11936
(B)
S-6" (42') PRECAST
2302
3138
3377
4689
6W1
7315
800
9947
3166
4473
8039
_526
9004
10472
11936
(C)
4'-U' (4b-) PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
(D)
4'-6- (04-) PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
(E)
5'-4* (bC') PRECAST
1184
1223
1301
1809
2826
3336
3846
lM5
201
5057
_1317
011
5400
6424
7450
V-10- (70-) PRECAST
972
1000
1059
1474
1889
3a
021
3137
1459
2464
4144
OW iii
4F&
5280
6122
(G)
6'-6* (78') PRECAST
937
1255
2101
3263
V46
62W
1994
039
1210
2544
_V
_. 5
1
4054
454
_16W
1_693
Ll
t.438
J190
1335
3358
3971
- 4585
1255
2101
M96
7134
8995
, 6890
(H)
7'-6- (90-) ^ PRECAST
767
1029
1675
2385
2439
2886
1 3333
1029
1675
2610
5596
6613
5047
(j)
9'-4- (112-) PRECAST
573
632
1049
1469
1482
1754
2027
768
1212
1818
3469
4030
3127
(K)
10'-6- (126-) PRECAST
456
482
-
802
_�_
125
1122
1328
1535
650
1025
1514
2774
3130
2404
W
11--4-(136-) PRECAST
598
935
1365
2355
1M
2075
5W
935
1365
2441
1 3155
4044
(M)
12'-0- (144-) PRECAST
414555
545
864
--jE4-
2074
1570
1818
864
T254_
2211
2832
3590
(N)
I3 -4- (1601 PRECAST
362
427
726
1028
1635
1224
1418
----
485
--
746
1076
1855
2343
2920
(P)
14'-0' (1661 PRECAST
338
381 y
648
919
1462
1087
1260
455
700
1003
1714
2153
2686
(Q)
14'-8- (176') PRESTRESSED
N.R.
li-R-
NR
NR
NR
2045
_NR
NR
NR
NR
465
765
1370
2610
3185
3765
(R)
15 -4- (184*) PRESTRESSED
N.R .
NR
NR
_j_R_
NR
NR
NR
420
695
1250
1855
MR
000
2370
2890
3410
(S)
17'-4 (206-) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
310
530
950
1800
2200
2600
19'-4- (232') PRESTRESSED
N.R
NR I
NR
W
1090
W I
NR I
NR.
240 1
400
750
1400 1
1720 1
2030
8" FRECA5T 4 PRE5TRE55ED U-i-INTEL5
UPLIFT 'ca acitY'
8f,8-IT 8F12-IT 8FI6-lT '20--ITT 8F24-lT SF20-IT SM-1T
BF8WMM-Z
LATERAL
LENGTH _ TYPE
8U8
8F8
F8-2T
81`12-2T
8F16-2r
U2+-2T
2T
W32-2T
(A)
2'-10- (34') PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
76M
02134
8857
(B)
Y-6' (421 PRECAST
2165
22e9
32w
4237
5219
7192
1257
1257
'
21652215
3165
4125
5091
W61
7036
(C)
4'-0- (481 PRECAST
1
1878
1989
2832
3680
4532
:#�
42_64_
10
J020
_jW
—
im
-Fn6
-_ 6245
938
938
1878
1925
2750
3583
4422
6110
(D)
4!-6- (541 PRECAST
1660
1762
2507
3257
'Aja_10_476T_
_�!�25
5406
727
727
16W
1705
2436
3171
3913
(E)
5'-4- (641 PRECAST
13930
1484
2110
2741
3375
4818
505
505
1393
1437
2050
2670
3293
4549
(F)
5'-10-(701 PRECAST
72-7-2*
1357
1930
25M
3084
4247
-TI
418
418
1272
1315
1875
2441
_3�1 _0
57
(G)
6'-6* (781 PRECAST1141
i 141_W�__
T2_00
17-33
22-50
- _2769-
12
707
887
1 1182
1684
2192
2703
3216
3732
(H)
7'-6- (90') PRECAST
912
1475
1914
2354
M7
_Fi7
3240
591
657
I
_959*
990
1029
1466
1907
__
--i351
1052
--$271-
4496
3245
9'-4- (1121 PRECAST
WIS
612
980
1269
1560
2144
454
00
801
755
1192
1550
--1-910
2634
(K)
10'-6- (126� PRECAST
716*
498
793
1027
1261
1731
396
493
716
611
10M
lTi
77_ 711
-I 3W
23M
11 '-4- (1361 PRECAST
666*
439
696
899
1104
1515
363
556
666
535
905
12951.
1595
IM
1188
2198
(M)
12'-0- (1441 PRECAST
607*
400
631
816
1001
im
340
494
631
486
818
1209
1514
1799
2086
(N) I
13'-4- (1601 PRECAST
500*
340
532
686
91117
1153
-�s-97
302
398
573
409
682
1004
--T—
�357
M7
I 637
(P)
14'-0- (1681 PRECAST
458#
316
493
635
778
m 1
1065
286
1
360
548
378
629 1
922
1254
1567
1816
(Q)
14'-8-(176-) PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
1156
1491
1742
(R)
15'-4'(1841 PRESTRESSED
228
278
430
553
677
SDI
925
N.R.
327
329
542
791
1072
1381
1676
(S)
17'--4-(2081 PRESTRESSED
.228
188
236
361
464
567
070
774
N.R.
255
188
276
449
649
874
1121
Fin- I
(T)
19'-4- (2321 PRESTRESSED 65
165_
207 1
313
401
400
578
667 1
N.R.
204
239 1
383
550
736
940
1160
*REDUCE VALUE BY 25X FOR GRADE 40 FIELD REW
Out IN' — iK'AMING F
BEAM SCHEDULE
MAW
61ZE
REINFORCING
#3 HOOP5
OR 5TIRRft
-
Tiop
M/0
BTm
35-1
elk/6"
1#5
-
-
NOW REDO.
TrF MASONRY BOND BM CON71N
UNLEW OTHERKW NOTED
2 C;OutsEs FILLED
L-I
elxl2l
/#3
-
1#5
NONE READ.
CA57CRETE H16H 5TR&6TH LIN7EL
(2) COUtW5 FILLED_
L-2
b'xW
1#5
-
1#5
NONE REcW.
CA6TCRETE Hi6H 3TRA=_N6'J_H DOOR
ALL WIP-SE5 FILLED
10 IX16 4
1#5
-
145
NONE READ.
CA6TCRETE H16H 6TREN�7IH LINTEL.
1(S) Ca#t9r:5 FILLED
LETTER To INDICATE MICH
LINTEL TO USE
SEE CASTC4RETE 'ZHEDULL5
PROVIDED
LETTER TO INDICATE LINTEL
E SIZSEE BOND BEAM
1 S
A) L r I - HEDULE PROVIDED
0
0 0 0
N/52" ROOF PLYP400D. NAIL
PER DIAPHRAGM 5CHEDULE
EN6. AND APPROVED HOOD TRV-6E5 5LL
TYP. HALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONVITION5
5EE TRU55 CONNECTOR 5CHEPULL
SELECT CONNECTOR 5HOM ON
BRACING PLANS INSTALL PER. MFR.
SPECIFICATIONS
SEE FLAN
T.O.• WALL
I, r 4'-0" MA
"g- GONG. TIE -BEAM OR BOND BEAM
CW WALL
KEFEXEWCE. FBC
CONNECTION DE_ AIL.
ROOF 5HEATHIW-,
(SEE PLAW
. 0 0
0 0 ,
0 0 0 0
lk
— 2X6 P.T. BLOCKING 0 (o,-o,, o1r,
I I FASTEN tACH END TO TRI65 W 5-16d NAILS
I I h, " Hr7AMIO CLIP PV (4) 5/16*2" LONC? TAPCON5/TITENS
TO BEAM 4 (4) 1/4"XI-1/2" 5CREV6 TO BLOCKIN6
CONC. TIE BEAM or
MA50WY 50NO BEAM
(SEE PLAN) CAPACITY:
265 pif LATERAL a 133
CONNECTION DETAIL
ALONG ELK'&
x 6-0" LONG
2x6 BLOCKiiiO
a 61-011 01c
FASTENED TO
TRU55 EA. END
W (5) 16d
TOE NAILS
2x6 BRACE
0 V-01 Olc
IN (10) 16d
NAILS, EA. EK)
5EE "N
'"' RT16 CLIP SEE TRU55 CONNECTOR
5C+EDULE FOR SMCIFICATION5
(3) 16d "L5 Ty�
EACH 77P.165
lod at
4" o/c INTO
0) 160 7YP -j
EA. TIR46
(Ze) 16r-,
I I [-.
EA. INTERSECTION
145 VERT. IN COW-,. FILLED MA50WY
CELL a 6'-0" 0/6 MAX. U.N.O. ON PLAN
DETAIL
CONNEr TION
JqI32" ROOF FLYX000 W 10d NAIL5 0 4" 0/6,
INTO 2x4 5P BLOCKING 0lATK_l;E) x CON7
EN6. AND APPROVED X0029 TRU55E5 5-GEE
TYR WALL 5EC71ON FOR ACTUAL HEEL
AND OVLWhANC? CONVI7ION5
5EE TRU55 i,',ONNE6T0R 5CHL0ULE SELECT
CONNEGTOfk. BA5ED ON BRACINrz? PLANS IN51'A1..
PER MFR. SPECIFICATION5
X-5RACE BET)^ N EVERY
TRt65 W 2x4 5P $ (2) l6d LUP
NAIL5, EA. ENO
2X4 P.T. BLOCKING (T/&HT T6)
EA. TRU55 51DE) W 0. 145 " P
P.A.F. xX L6. *41' 0/c x Coiq-(.
(1) 160 NAIL OEM r L N
--- I-j
7.0. WALL
CONE. TIE -BEAM
OR MASONRY BOND BEAH
SEE BEAM 556HIVULE
Ab
u�)NNE CFION DE -1"AiL
PROADE 2x4 BLOCKING AT ALL FREE
PANEL WOES t AT 24" O/C MAX 4 NAIL
PER ZONE 5. (SEE DIAPHRAGM SCHEDULE)
x00F 5HEATHIN6NAIL PER SCHEDULE
CONT. FA:Z/A 30AI2D (D1EL- kiAU 3ECT10t)
NAIL 'rO CUTR166ER 16d NAIL5
2xv Wls,j66'ZR t A31'EN TO !rLEEFL
AND Pik_ -,- 77�W5 40)ied TOE NAILS
b 'K FAL37,E A kv
,'4.0z, -N To 3LLEF-f.
16d NAlk.-ii 0 e` 01C
��i
.2X4 OLOG 'K _jLftk PA3TEN TO BEAM W
('z) HIL77 0M '2-5/e" 1-6.
6"ONT, CCNC. RAKEbEAN
5EE TIE BEAM !-x,'HfnlE
F1667'EN bAci4 LArERAL BRACE
W L6P A63 W(, 2) lod NAILS
TO BRAC5E AND (2) HILTI 110NI i-112' LG. P.^,F
710 MA-50YRY k4ALL
LOCATION A5 ON PLAN
2x4 LA'flk,L bkAZIN
LOCATION A:5 wiHOM ON fl.,Aiv
THE DE516N PROFE55IONAL A55UME5 NO
LIABILM" FOR IMPROPER 5LOPE5, &RADE5
OR MEAE,�)REMFNT5. ALL FIG-URE5 TO BE
VERIFIED BY A, LICEN5EV &ENERAI.-
C,ONTRACTOR IN THE FIELD BEFORE
6ON5TRUCTION.
ri 0. date,
REIt #1 6/25/15
ADJU5T FOOTPRINT TO 5ETBACK5
ALL Oki&5 CHANGED
drown PAR
114 1'-0" (V.N.0)
job n15-002. C-OR
Shawn M, Stambaugh, PE
FL. LIC. 61850 C.A. 26210
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IQI;AQUAN-IUNI ENG,NLERiw� ASSOCIATES INC.
Structural Engineering
0
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GAR -DENS, FL 33418
561.202.6994
FAX 561296.2494
WWW.QEASSOCiATES.COM
FRAMING
PLAN
A-5
of
A,)
no. date
kAUNG NOTES:
!. BRACING SHOWN DOES W.)r INCLUDE 7EW0kAR'K BRACIN&
REQUIRED FOR THE ERECTION AND INSTALLATION OF TRU55E5
PRIOR TO THE INSTALLATION OF PERMANENT CR055 BRACING
AND WEB LATERAL. BRACIN& REOUIREMENT5. TEMPORARY
BRACING 15 THE RESPONSIBILITY OF THE TRUS5 INSTALLER
AND SHOULD REMAIN IN PLACE A5 LONG A5 NECESSARY FOR , t'tL;
SAFE AND ACCEPTABLE IN57ALLA77ON OF THE ROOF OR FLOOR.
(REF: BC51 1-03).
2. PERMANENT WEB LATERAL bKACIN& IS TO BE INSTALLED AS
SHOWN ON THE INDIVIDUAL TRL65 ORAWJN65 (WEB LATERAL.
BRACIN& 15 NOT SHOWN ON THIS SHEET. PERMANENT kE'B
LATERAL BRACIN& 15 TO BE RESTRAINED TO PREVENT LATERAL
MOVEMENT BY 50LIO ANCHORA6E TO END WALL5, OR BY
PERMANENT OIA60NAL BRACING (NOT 5HOWW) IN THE PLANE OF
THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG
CONTiMOU5 PfV BRACE. (REF: BC51 I-03).
. F' RMANENT DIAGONAL. b9A,;;1N& A5 SHOWN ON TH15 SHEET DOES
NOT INCLUDE BRACIN& REQUIRED FOR 6ABLE END STUDS OR
BOTTOM CHORD OF &ABLE END AT WALL. REFER TO STANDARD
GABLE END DETAIL FOR BRACING REQUIREMENTS.
4. ALL TOP CHORDS ARE A55vMW TO BE 54F.ATNE0, AND ALL
BOTTOM CHORDS BRACED BY A RIGID CEILING SYSTEM. REFER
TO INDIVIDUAL TRU55 DRAWIN66 FOR BRACING REOUIREMEN75
OF NON-5HEAThW TOP CHORDS AND UNSUPPORTED 30TTON,
CHORDS.
✓". REFER TO T P/ / W,r.TA bC!21 ,` ✓ 3: COMMENTARY AND
RECOMMENDATIONS FOR HANDLING, INSTALLATION AND BRACING
METAL PLATE CONNECTED WOOD TRUS5E6" APPENDIX C, FOR
RECOMMENDED 5EQUENCE OF IN5TALLIN5 BRACING COMPONENTS.
S. it E 5TRUCTIIRAL ADEQUAC'I' OF THE INDIVIDUAL 714U55 OE516N5
TO WITHSTAND 6RAVITY AND WIND LOADIN65 A5 WE'LL A5
61RDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF
THE TRV55 DE516NER. ANCHORAGE OF THE TRU55E5 AND
61RDERS TO THE SUPPORTING 5TRUGTURE TO WITHSTAND WIND
UPLIFT 15 THE RE5PONSIBILITY" OF THE PROJECT EN671heR OR
ARCHITECT.
7. THE BRACIN& FOR THE ROCer= SYSTEM 15 DE616NED FOR BOTH
POSITIVE t NEGATIVE FRE66AE AND MEETS THE
REWREME'NT5 OF 2010 FBC.
BRACING LEGEND:
PERMANENT 2x4 IAA&ONAL BRACE RESTRAINT IN THE
PLANE OF THE NEAREST WEB NUMBER AT 20'-0"
INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE.
FASTEN TO TOP d f3TM. C 1ORD5 WITH 3-I6d TOENAIL5
AND TO LATERAL BRACE WITH (5) IOd NAILS EACH
INTERSECTION. (REF: 06,51 1-05).
HORIZONTAL E*W&IN& WITH A MINIMUM 2x6 5TRONC75ACK
AT 6'-0' O/C., FASTEN TO EACH TRUSS WITH 3-I0d NAILS
AND ATTACH TO WALL5 OR OTHER RI51D POINT AT EACH
END (REF: BC51 1-03). PROVIDE OVERLAP OF m i LEA151'
(5) TRU55E5 (FLOOR ONLY).
PERMANENT 2x4xCONT. LATERAL BRACING IN THE PLANE
OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES A €
b'-O" O/C. FASTEN WITH 2-I0d NAILS IN EACH iRU55.
I PROVIDE OVERLAP OF AT LEAST (2) TRU55ES (ROOF
ONLY).
ZONES 1 4 2
(5EE DIAPHRAGM SCHEDULE)
ZONE 3
(5EE DIAPHRAGM SCHe.WLF.)
a: E D&E STRIP DEFINED Ar, -thc L655ER OF /0$
OF LEAST HORIZONTAL DIMENSION OF BUILDING
OR 405K OF HE16HT H BUT NOT LEW THAN 436 OF --�
LEAST HORIZONTAL 0INAEN510N OF BUILDING AND _ — _ — — .__ — —T
AT LEAST 3 FT: �
Z
�� I � , I
I i/
-q;
I-----------------
LI
i
_-�
NOTE: SEE DIAPHRAGM /,i Z
SCHEDULE FOR ROOF
ZONE NAILING — — — — —
--'-
REQUIR-fENT5.
RGGE ZONE JI G AM
i�
TRUSS CONNECTOR SCHEDULE _
FASTENERS PER
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (I'll
_
MARK
U5P
CONNECTOR
---
TRU55
----
COW-0E'AM
__
51N6LE
STRAP
DOUBLE
STRAP
51N&LE
STRAP
DOUBLE
STRAP
51WLE
STRAP
DOUBLE
STRAP
APPROVAL
TC-i
HTA 12
(6) IOd x 1-1/2"" _
-
1600 #
3200 #
660 #
1320 #
540 #
1160 #
FL ✓°5q
TC-2
HTA 20
(JO) IOd x 1-1/2"
-_ -
166 #
3230 #
660 #
1320 #
5q0 #
1160 #
FL 65q
7C-3
RTIbM
(q) IOd x 1-1/2'
(4) 1/4" x 1-3/4" TAP.
13g5 #
27gO #
460 #
q60 #
630 #
1260 #
FL 10734
TC-4
H6AMI0
(4) 1/4"xi-I/2" A6
(4) 1/4' x I-3/4" TAP.
q15 #
1630 #
1075 #
2150 #
740#
1460 #
FL 6Iq
1) ALLOWABLE LOADS ARE BA5ED ON U5P CATALOG FIth Ed. 2) BLDR MAY L6E LANuER STRAP5 OF sme TYPE .SPECIFIED. 3) USE 6ALVAmzw NXI-5 A5 SPECIFIED BY
MANUFACTURER. 4) TAPGOA5 5HOUID BE LOCATED AT THE FARTIE7 POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR BUILDIN-,
FAFF. ECOAM MASONRY WALL AND EACH TRIGS.
6RACING DETAILS:
SHEATHING
COMPRESSION WEB
5LOPIN6 OR VERTICAL
CONTINUOU5 PERMANENT
LATERAL BRACING (C.L.B)
PERMANENT DIA60NAL
BRACE NAILED TO OPP.
51DE OF WEB PREVENTS
I.ATEt�,'AL MOVEMENT AND
I-6ULD BE REPEATED
AT APPROX. 20 FOOT
IN'TERVAL5
LLtL.IN�r
P16ME 36. PERMAr!--iN"' DIAL;ON,1I.
BRACINGG IN THE PLANE OF TAE e3 >bel art cta
C�nv='
P16ME 57. PERMANENT BRAGIN& IN Th
PLANE OF THE WEBS FOR PITCHED TRU55E5
HORIZONTAL BRIDGING WITH A MINIMUM 2xb
5TRON&BACK CONNECTION TO EACH TRUSS WITH
3-10d NAILS AND ATTACHED TO WALLS OR OTHER
RI61D POINT AT EACH END (REF: 5051 1-05).
PROVIDE OVERLAP OF AT LEAST (5) TRUSSES
(FLOORS ONLY).
SEE PLAN
r i vkE JS: PERMANENT' BRACIN& IN 7T E PLANE
OF 'rHE �T35 FOR PARALL.EI.. Ch10RO TRU55E5
LATERAL BRACE
FERMANEtr7 x ,;: a.
OIA&ON'AL i ko�
L3RACIN&
6 /-)UP
T R)65E5
':WEE3 MEP�i1.3Et��J
WWW MR Rm
ri6VREE : PEk1viANL'N7' bRk; NEi
IN THE r"LANE OF THE YEB5
DIAPHRAGM SCHEDULE �_..�..�u.W�W..�_.......��.�_�._�._..�..�._...�-.. ._....'I
DIAPHRAGM NAILING
DIAPHRAGM
ZONE I
ZONE 2
ZONE 3
LOCATION
_
PANEL
THICKNESS
PRAMIN6
SPACING
REMARKS
BA'JNDRIES
ED6E
I INTER,
EDGE
INTER.
EDGE
1NTEk.
APA RATED 5hLEATHIN6
ROOF
EXP05URE I
24" O/C
lod
IOd
10d
IOd
106
IOd
IOd
BLOCKED , a;:,
SPAN RATING 40/20
I4/32"
MAX.
6 O/C
6' 0/C
6' O/C
6' 0/C
6" O/C
4" O/C
4' O/C
SHOWN ON PLAN
APA RATED SHEATHING
6EcoND
STURD-I-FLOOR, OR EQ.
2-f' 0/C
lOd
Jod
IOd
GLUED AND fsL.✓ ter
FLOOR
SPAN RATING 46/24
23/32"
MAX.
6" 0/C
6' 0/C
IOU O/C
AS 5HOWN ON PLAN
APA RATED SHEATHIN6
NAIL CORNER 5 W,)
EXT15PA
EXFCa)RE 1, OR EQUAL
4
IV" O/C
lod
IOd
10d
AT 4"0/C MAX.
WALLN
RATIN& 40/20
1 I4/32
MAX.
4" O/C
4" O/C
6" 0/C
BL06K FREE E06E'
THE PROFE55IONAL A55UME5 NO
LIABILIT),' FoR IMPROPER 5LOPE5, 6RADE5',
OR MEt °; k`MLNT5. ALL t"IOURE5 TO BE
VERIFI I"o) 5)' A LICEN5ED &ENERAL
6ON c;TOR IN THE FIELD BEFORE
CON5TRUCTION.
REV 41 6/25/15
ADJJ5T Fuo f= ,im- TO SETBACK5
ALL DA&5 CHAN6ED
d I'" a I.^ J i'._ FAIL
c h c:r C'i PAR/56
d a t e e 124115
✓ c 0 (' ° 1/4" = I'-0" (U.N.0)
job �'i 6-002 . COR
Shawn M. Stambaugh, PE
FL. LIC. 61850 -- C.A. 26210
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QLJAN`SUM FNGi. dcERiNi i ASSOCIATES INC.
Structural Engineering
O
Cost Segregation
300 AVIENL.11v OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.16994
FAX 561.296.2494
W WW.OE ASSOCI AT ES. COM
key
shR
or
i
THESE PLANS CONFORM TO FEY, - 2010
r ovi5ioriwa
no. date
REV #i 6/25/15
ADJ)!5T FOOTPRINT TO 5ETOACK5
ALL DH&5 CHAYvu :ilD
dIV�6C! PAR
iPl � v �'..tw C.l PAR/55
d o t 0 6/24/1>
A.I.C. CALCULATIONS
(2 x 40 x 26,144)/(5000 x 240) = 1.75
1/I + L75 = .36 '
.56 x 26,194 = 11525.09
a
A.I.G. OF 5ERVIGE = g525.09
r
A.I.G. RAT1N5 OF PANEL = 10,000
I
ELECTRICAL NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSOR UNIT LOAD, i
B. EENERAL L16HTIN6 CALCULATED 0 1,076 (50.FT) x 3
(WATTS/50.FT) = 3,22b/ 10 (6EN1T6.GIR) = 322.b (tNATT51EA)
C. CONDUIT 51ZE. OR 323 WATTS
D. SEE 50-PANEL CALCULATIONS.
R. BRANCH CIRGU1T5 RUN IN ROMEX,
D15CONNECT 6ALGULATI0N5-
PANEL 'A'
i5t. I0,o00 a 100% = 10,000
REMAINDER a 40% = 16,go32
A/C LOAD a 606 = 65OD
T07AL ,A'
33, ,5. � / 240 = 13916 AMPS
_.__.....__----- __..__ ._ (I) 51:75 OF (3) #2/0 AW6. THAN
IN 1-1/2" CONDUIT
(i)5ET Or 0) #2/0 AW6. THWN
IN 1-1/2" CONDUIT
w
MfTER
P L "A"
015C PANEL
200 A
2 '0dA
1 #4 GU. 6ND. WIRE TO GOLD WATER PIPE ANO-
1-5/8" 60X 10' GU af'PLEN�TAL 6RWO ROD
AND TO ONE REINpORGEIN6 BAR IN
THE FOLWATIGNJ 20'-0" LONG MIN,
ELECTRICAL- RISER. DIAC ; 1 6
200 AMP PANLL `A`
i00% GALL. BRK
WIRY 61ZE OL fki ON # # Det:�.RIPTION
51 XE
KIRE
3RKR
GALL.
100%
10,000 A
R
#b
AHLJ #1
1 2 cu#1
ski,
R
0-(2)
A
A
.0-(2)
3 4
y 5000 0-(2)
R
#10
DRYER
5 6 RANGE
#
R.
042) 12,00
-
`t b
- 2,100 20-2
_
R
- 12
D151414A5HER
1110 SPACE
-
-
-
-
-
-
D15POSAL
II 12 WASHER
#12
R
0-(I)
1,500
-
- 1,500 20-0
R-
412
REFRIG.
1514 MICROWAVE`-
#12
R
0-0U
1,500
-
- 1,500 20-(1)
R
#12
APPLIANCE
1516 WP GFI
#12
R
0-(1)
1,500
- 1,500 20-(I)
R
#12
APPLIANCE
1-7 IS WP GFI
#I�
R
O-(U
1,500
-
5
323
15-0U
R
#14
DINING RM
Iq
20
KITCHEN LTG.
#14
#12
R
15-0U
323
5 }
-
5
323
15-(1)
R
414
BRKF57
2122
SMOKE DET.
R
2041)
400
5
323
1541)
R
#14
LIVING RM
20
24
M BATH
#14
R
15-(I)
323
5
5
323
15-(I)
R
#14
LIVING RM
2526
as-Awom
#14
R
15-(I)
323
5
5
323
15-0U
R
#14
HALL LITES
27
BEDROOM
#14
R
15-(I)
323
E3
-
1500
20-(I)
R_.
#12
I.G. / ALARM
2a
BEDROOM
#14
R
15-0)
323
5
_
-
-
-
SPACE
513
SPACE
-
-
-
-
-
.
SPACE
35
54
SPACE
-
6,500
4042
R.
#b
IN5TAHOT
3
51
1N5TAHOT
...........
#$
....
R
.0-(2)
6500
..........
5i
3
SPACE
5q
4C
5PACE-
-
SPACE
4 i
4
SPACE
-
-
-
-
-
10,000
21A5
A I IRATIN6 10,000
26,515
-
TOTAL ALL PANELS
45-550
I st 10p00 at 100%
1 o,000
REMAINDER AT 40%
15,332
I A/G LOAD AT 65%
6,500
TOTAL =
31,832
1 240 = 132.65 AMPS
5PO T uh
MOTION
FLD
5pof CINDER 501=FIT-
MOTION ACTIVATED
ELECTR- Al,, PLAN
SCALE : 1/4" = 1'-0'
NOTE TO GENERAL CONTRACTOR: ALL bf 13 OOM5 MUST HAVE ARC FAULT I &NERAL N AG LAYOUTTOR TOCOO�INATE
ALL ELECTRICAL TO BE FIELD VERIFIED bLFORE IN5TALLATIOm � INTERRUPTION COMPANY 6EFORE T HITH T ARE BUILT
L___.__-_____—_J L_------- J
ELECTRICAL SYMBOL
DUPLEXRECEPTCAL SWITCH El TELE✓151ON JACK 5MOKE
AT 12" A.F.F. I 51NOLE POLE I PREWIRED DETECTOR
DUPLEX REGEPTICAL
5WITGH
a
AT BASES
THREE WAY
DUPLEX RECEPTICAL
5WITGH
AT b" ABV. COUNTER
4
FOUR WAY
O
DUPLEX F<LCEPTCAL
5WITGH
FLUSH IN FLOOR
,z
RHI05TAT
DUPLEX RECEPTICAL
5WITGH
6F'
GROUND FAULT
D
DIMMER
DUPLEX REGEPTICAL
5WITGH
TOP REC. 5W/TCHEO
K
KEYED
W
DUPLEX RECEPTIGAL
5ECURITY
WATERPROOF
I
KEYPAD
220 V. REGEPTIGAL
Dj
5WITGH
AT 12" A.F.F.
DISCONNECT
l.r
HVAC
p
PADDLE FAN
THERM03TAT
W/ OR WO/ LIGHT
a,
INTERCOM
I
FLOURESGENT
Y
AT 60" A.F.F.
L16HT FIXTURE
TELEPHONE OUTLET
INCONDESCENT LIGHT
AT 12" A.F.F.
FIXTURE CL6. MNTED.
TELEPHONE OUTLET
INCONOE5GENT LIGHT
FLUSH IN FLOOR
FIXTURE WALL. MWTED
5PEAKER
HI HAT
IN GLrz
CLG. MOUNTED
DUPLEX RECEPTIGAL JUNCTION SECURITY
VLI- UNDER COUNTER Mi BOX \ LI5HT5
Bv.P HI HAT
VAPOR PROOF
PPl L. METER
g
$ D15C.
BREAKER
PANEL
EXHAU5T
FAN
L
EXHAU5T
FAN
LV DOOR
RELEA5E
VOLUME
CONTROL
THE DE5165N PROFE55IONAL A550-IL5 NO
L I AB I L 17Y FOR IMPROPER 5LOPE5, ORA ° 5
OR MEAEUREMEN '5. ALL 1=I6URE5 TO BE
VERIFIED BY A LICEN5ED GENERAL
uON - CTOR. I N THE FIELD BEFORE
CON5TRUCTION.
i
-D
4`
cf)
w
W
..�z
0
tip
IQL-A
t.; U ANTum ENUNLERiNG Assoc;IATES INC.
Structural Engineering
Cost Segregation
300 AVENUE. OF' CHAMPIONS
PALM I31='R1CH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
WWW.QEASSOCIATE s.COM
of
THE5E PLAN5 INFORM TO F5C - 2010
MEG""HANICAL PLAN
5GALL: 1,14' = 1'-0"
THE DE5161N PROFE55IONAL A55UME5 NO
LlAf3lLl*lY FOR IMPROPER 5LOPEz.5, 5RADEf5
OR, ME-i-4,5UREMENT5. ALL FIOUREE.-TO BE
VERIFIEE6A LICEN5ED 0-ENER!"'J.,
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