HomeMy WebLinkAboutBuilding PlansGENERAL NOTES
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EOUNDNTION NOTES
MA50NRY NOTE5
PLAN NOTE5
(GONT'D)
ELECTRICAL NQTE5
I. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER
t'O BE 4" THICK POURED CONCRETE SLAB WITH 6'° X b" X WI.4XWI.4
I. CONCRETE UNITS TO BE A5TM G qO-11b. ASTM GRADES NI OR NII. PROVIDE PRECAST
I.. A PERMANENT 516N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED
8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER
I. CONTRACTOR SHALL VERIFY WITH F.P.4L. THE ILOCATION OF SERVICE AND SHALL
LOCATE METER PANELS A5 REQ IRED.
FLORIDA BUILDING CODE 5TH EDITION (2014).
I. FLOOR SLAB
H.H.M. ON 6 MIL 1/I5GUEEN (OR EQUAL) ON GLEAN WELL. COMPACTED FILL PRE TREATED
LINTELS AS NECESSARY. (F'm = 1500 P51)
FOR. REIN5PEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
SHALL BE POBTEt) NEAR THE WATER HEATER OR ELECTRICAL PANEL.
CONSTRUCTION.
2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE A5 ADAPTED BY THE
FOR TERMITES WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB
DEPTH AND MUST BE SUPPORTED AT 5'-0"0/0 EACH WAY WITH APPROVED MATERIALS.
2° MORTAR TYPE M PER ASTM C 270-08a.
2. PROVIDE 3" STEEL. F05T OR BOLLARD 0R TIRE BUMPER IN FRONT OF ALL EQUIPMENT
q• ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
2. ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE.
COUNTY AND ALL APPLICABLE AMENDMENTS.
3. CONCRETE FILL
(HVAC, EHW, WA5HER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F B.G.
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
2. ALL REINFORCING STEEL TO BE GRADE 60.
MECHANICAL GODS.
CEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE.
COPPER OF EQUAL AMPAGITY.
3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.
A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 5000 P51
4. BUILDER SHALL REVIEW DRAWIN65 IN THEIR ENTIRETY BEFORE STARTING WORK. THE
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNL E-55
PEA GRAVEL CONCRETE
3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS.
",
10. BUILDER SHALL BE R'E5PON51BLE FOR PROVIDING ADEQUATE BRACING AND
USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON IvETAL-L.IG 5HEEATHED GABLE.
BUILDER SHALL ACCEPT FULL RESPON5ABILITY FOR ANY ERRORS OR OMI5510N5 NOT
OTHERWISE NOTED.
B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER.
HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 -0 , AND ALL OTHER LOCATIONS PER
F.B.C. SECTION R302J1,
COLLAPSE
COLLAPSE OR DAMAGE.
5. COORDINATE RACEWAY INSTALLATIONS WITH ,7THER TRADES PRIOR TO
REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BAGKGHAR6E5 WILL NOT BE
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F.,
CONSTRUCTION.ACCEPTED.
DO NOT SCALE DRAWIN65.
CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR 501L BEARING CAPACITY
C. ALL CONCRETE SHALL BE OF A FLUID CON515TENCY WITH A SLUMP OF q"-11" MAX., WHICH
4. ALL GLAZING WITHIN 24"(48" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE
II. HEADERS FOR FRAMED OPENINGS LEER THAN 6'-O" MUST BE ENGINEERED AND
5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP D'RAWIN65 A5 REQUIRED BELOW.
REPORT BY A FLORIDA REC715TERED ENGINEER.
MEANS THAT THE GON515TENCY SHALL BE A5 FLUID A5 POSSIBLE FOR POURING WITHOUT
-TEMPERED. ALL WINDOWS OR GLASS ENCLOSURES AT OR WITIiIN 36", OF TUBS AND
STAMPED BY THE TRU55 MANUFACTURER. (UNLE55 NOTED OTHERWISE)
6. VERIFY ALL CONDUCTORS AND BREAKERS WI1•H EQUIPMENT MANUFACTURER
S. FILL PLACED WITHIN iV-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF
SEGREGATION OF THE CONSTITUENT PARTS.
SHOWERS WITH 51LL5 LE55 THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLA55 IN
SIDELIGHTS, SLIDING GLA55 DOORS AND FRENCH DOORS SHALL BE TEMPERED.
12. ALL HEADERS OVER DOORS AND WINDOH5 TO BE (2) OR (5) 2XI2'5 UNLE55
SPECIFICATIONS.
6. THESE PLANS, DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE
GLEAN WELL GRADED SAND IN 12" LIFT5(MAX) AND VIBRATORY COMPACTED TO
D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE
OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL
1, PROVIDE D15CONNECT 5WITGH OF 51ZE A5 REMIREC) BY LOAD AND UNITS.
ME CONTRACTOR BULL
SNARLY REQUIREMENTS E THE F.B.C.HGRAFTER 13 ENERGY ITS ENTIRETY
SHALL FAMILIARIZE HIMSELF WITH THE GODS IN ITS ENTIRETY AND BUILD
ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR ASTM D 1551-0`1
ENGINEER.
5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS.
THIGKNE55).
OF TH15 C
IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE
6, AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED,
4. REINFORCING:
E;OIRE55 WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN.
NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5D S.F. FOR Ist FLOOR WINDOWS,
15. DIMENSIONAL LUMBER: SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETI' SWITCHE5 AT A/C EQUIP. AND AT
PUMPS NOT V151BLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
SPEGIFIGALLY ADDRESSED ON THE PLANS AND NOTES.
SPECIFICALLY
APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EX15TINO
THE BOTTOM OF TIRE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH
WIDE ALLOWABLE 5TRE55 VALUES OF 1200 P51 IN BENDING FOR A SINGLE; MEMBER
RECOMMENDATIONS.
1. BUILDER 15 RE5PON51BLE FOR ADEQUATE BRACING OF 5TRU07URAL OR
GROUND.
VERTICAL:
AT 54" A.F.F. MAX, IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL
c. �.
SHALL BE NO LE55 THAN 36 A.F.F. OR PROVIDE AN APPROVED SAFEGUARD.
USES. q0 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600
K51 OR BETTER, A5 DETERMINED BY AN APPROVED LUMBER 6RADIN- A6ENGY.
q. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE'., EXTERIOR, KITCHEN,
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
1. SLABS SHALL NOT BE LOADED UNTIL I2 HOURS HAS ELAPSED.
A. ASTM A615/A 615M-Og. PER REINFORCING SECTION (GRADE 60).
II
LAUNDRY AND WET BAR OUTLETS PER NEC 210.61'A).
8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER.
8. SPLICES SHALL BE 48 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND
B WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT
6. ALL BATHROOM' FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS.
14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 6AU6E C:EE
CHANNEL TYPE 5TUD5 AT 24" O/G WITH MATCHING, TRACKS TOP AND BOTTOM, WITH I/2"
10. ELECTRICAL FIXTURES, TRIM AND APPLIANGE5 SHALL BE UL APPROVED AND A5
q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER.
CHANGES IN DIRECTION. CORNER BARB SHALL BE 4& BAR DIAMETERS EACH. WAY.
BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THOUGH IT 15
-1. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKN -55 SHALL BE DETERMINED USING
GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL j
SELECTED BY OWNER.
IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
TABLE 24C?5.3 4 °3A OF F.B.G. AS THE MINIMUM THICKNESS ALLOWED.
SCREWS AT 12" O/G MAX.
10. ALL WINDOW5 AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW
q• ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER
II. PROVIDE PRE -WIRED TELEPHONE OUTLETS A5 ':'HOWNI ON PLAN.
UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.G. ENERGY
REINFORCEMENT AT THE PERIMETER. RATIONAL ANAL1515 SHALL BE SUBMITTED, BUT
G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH
F}, IN HVHZ AREAS PROVIDE HURRICANE 5HUTTER5 A5 PER F.B.C. SECTION 24-13 UNLE55
15, METAL LATH OVER 5HEATHIN6 SHALL BE 3/8 V-GROVE OR. DIMPLED. CEILINGS AND
(
CONSERVATION CODE.
ONLY IF REQUESTED BY THE BUILDING OFFICIAL.
FROM THE MASONRY.
THE EXTERIOR WAIL- COMPONENTS OF THE ENCLOSED BUILDING HAS 5PEGIFIG PRODUCT
SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 5U55TATE AT 4" 0/0 A5 FOLLOWS;
12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE'_ A6AIN5T IMPACT LOADS
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD
II. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE
10. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN.
D. VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED IN
ASSET FORTH 'N CHAPTER 16.
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4" PENETRATION
15. DEDICATED CIRCUITS SHALL HAVE NO MORE -''THEN E, DUPLEX RECEPTACLES.
HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C.q.
MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.65.
THE COLUMN SCHEDULE.
r
PICKETS AT 5TAIR5, LANDINGS 4 BALCONIES SHALL BE 5P,AGED TO PREVENT
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" TION INTO VERTICAL
WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS '
4. /ILL CLOSET LIGHTING SHALL COMPLY WITH Nl:-C SSG. 410.5.
E. VERTICAL REINFORCING EACH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE
PASSAGE OF A 4" DIAMETER, SPHERE.
SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT
I
CONTINUOUS TO THE TIE BEAM, PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW
OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE 5TAPLE5 I" LEG,1/16"
15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT
r /� r
TE PLAN NOTE5
REINFORCING BARS TO CONTINUE UNINTERRUPTED.
10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
GROWN METAL MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD 5TAPLE5
PROTECTION PER NEC SEC.. 210.12 SMOKE DETEG:FOR5 SHALL BE CONNECTED TO
J,,� NOTE5
BE M ��I �UL T
BEAM
SHALL NOT BE USED FOR 5OFFIT5 OR CEILINGS I
ARC -FAULT CIRCUITS AHEAD OF 5WITGH AND HAv'E 5E-F CONTAINED BATTER BACK-UP.
I I `� J
HORIZONTAL:
II. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN H0005 SHALL NOT
DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
I. THE ARCHITECTURAL 51T'E PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL
VENT THROUGH THE 51DE WALL AND MUST MAINTAIN A 10'-0" SETBACK.
16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING
LOCATION OF THE HOUSE, POOL, DRIVEWAY5 AND 51TE FEATURES ONLY. THE G.G. OR
I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED A5 SCHEDULED IN THE BEAM
OF THE PLASTER TO THE: WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL.
16. PREWIRE FOR LARA6E DOOR OPENER SENSOR.
OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENCED
SHALL BE TYPE
THROUGHOUT (TO) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPSSCHEDULE.
LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE HATER
SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR IS RESPONSIBLE
FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS,
5-6 AND OOP,. SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE
B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q GAGE LADDER
FRAMING NOTE5
BARRIER
11. PROVIDE ARC -FAULT CIRCUIT INTERRUPTOR PROTECTION I1N DWELLING UNIT LIVING,
DINING, FAMILY ROOMS, DENS/ LIBRARIE5, BEDOCdOM5, 9UNROOM5, CL05ET5, HALLWAYS
AND ALL 517E DIMEN51ON5 PRIOR TO PERMIT AND CONSTRUCTION. IF ANY GONFLIGT5
NOS'
TYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/C VERT. REINFORCEMENT SHALL
11. PNEUMATIC FA5TENER5 SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF
OR 51M. ROOMS PER NEC 210-12 (13)•
OGGUR BETWEEN THE ARCHITECTURAL SITE PLAN AND 5URVEYOR6 LAYOUT THE GENERAL
CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING
2 ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED
AL50 BE PROVIDED AT THE BOTTOM AND TOP OF N-L OPENINGS AND EXTEND NOT LESS
THEN 24" BEYOND THE OPENING. PROVIDE 8" MIN EHL)EPMENT INTO CONCRETE COLUMNS
I. THE'. AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 SCHEMATIC IN
1126 1-1/2" LON6 AND .120" DIAMETER U.N.O.
I8. '5MOKE DETECTORS REQUIRED ON ALL HVAC, JNIT5 WITH 2O01 GPM OR MORE.
AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL. CONTRACTOR
3, ALL TIE BEAMS (MARK „ TB) REINFORCING SHALL BE CONTINUOUS THROUGH TIE-
AND BEAMS AND FULL DEPTH LAPS AT ALL MA50Nt?Y "L" AND "T" INTER5EGTION5.
NATURE.
A55URE. I O THAT THE SUPPORTING EM ESHOW HILLTURE LO ELYBEEDEBIGNET2 UNDER THE
ASSUMPTION THAT THE FRAMING SCHEME BROWN WILL CLOSELY PARALLEL FINAL TRU55
15. WHEN WOOD POSTS ARE NOT IN A FIRERA'lED WALL, FIRE RATE POST AS FOLLOWS:
RESOLVES THESE CONFLICTS.
SPLIC BE
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
AND FLOOR SYSTEM DESIGNERS LAYOUT.
WRAP POST ON ALL SIDES FROM BASE OF P05T TO UNDERSIDE OF BE.ARIN5 WITH (1)
Iq. CEILING AREA 110 V. SMOKE UI_TEGTORS SHALL O'T BE OL05M THAN 3 FT. FROM
5. GENERAL:
LAYER OF 5/b" TYPE "X" 6Y Ie" WALL BOARD. THI5 WILL PROVIDE A ONE HOUR RATING
THE: DOOR TO BATHROOMS, WAS+FR/pRYER5, A/ae' SUPPLY AND RETURNS 4 KITCHENS.
GONORETE NOTES
P
4. BUNDLE ALL �TRUGTIJRAI- BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS
A STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A,(, I. 530-11! A.S.G.E. 5-IIIT.M.5. 402-II,
2• THI5 FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR O.T. BEARING
FOR THE POST.
SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF
THE PHOTOELECTRIC TYPE.
FROM ADJAGE NT BEAMS. (UNO).
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE-5 AND THE COMMENTARY ON
PROFS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING FROM THE PRIME
A TRU55 MANUFACTURER SHALL DE51ON TRUSSES TO COMPLY WITH ALL 5UPERIMF05ED
I. CONCRETE SHALL CONFORM TO ASTM Gg4/G q4M-Oq, SHALL HAVE A MAXIMUM
5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 4 DOOR HEADS (28" MAX.)
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES,
CHANCES
PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED GRANGES AND AUTHORIZE
STRUCTURAL REV15IONS ACCORDINGLY.
WIND LOADS PEfR F.B.G. 2014.
20. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR
WATER/GEMENT RATIO OF Ob5 AND SHALL HAVE 5000 P51 GOMPRE551VE STRENGTH IN
26 DAYS (UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE
ADD 2-#5 BOTTOM IF DROP EXCEEDS 8".
B. CONSTRUCTION SHALL BE IN AGGORDANGE WITH G.I. 530.1-II/A.5.0E. 6-II/T.M.5. 602-II,O°
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE
MET. HAN I �jf �,,,, NO
SLEEPING PURPOSES WHEN THE BUILDING HAS A F0551L BURNING HEATER OR
APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY FONER SHALL COME
WITH AND ACI 301-10. ALL CONCRETE MASONRY WORK SHALL BE IN
6. TIE BEAM 5r_i JLE DEPTHS ARE MINIMUM AND MAY BE INCREASED 6" TO FIT BLOCK
SPECIFICATIONS FOR MASONRY STRUCTURES AND H C. COMMENTARY ON SPECIFICATIONS
FOR MA50NRY STRUCTURES.
SUBMITTED TO THI5 OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DESIGNER5 MUST
! ,5
�®
FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER
UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP.
ACCORDANCE WITR AGI 530-II.
R NCE
WORK.
PROVIDE ALL TRU55 CONNECTIONS A5 PART OF THE DESIGN.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR
,°
1. ALL ADDEC' I_061TUDINAL BEAM !REINFORCING SHALL EXTEND 6 MINIMUM INTO
G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A `I�rEGIAL INSPECTOR APPROVED BY THE
BUILDING OFFICAL TO ENSURE COMPLIANCE WITH T+Ir APPROVED STRUCTURAL PLANS IN
4. TRUSS AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP
I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
CONFORM TO THE REQUIREMENTS SET FORT-H IN THE "FLORIDA BUILDIN6 CODE
21. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR
LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
„ „
- 3/4 BEAMS AND COLUMNS - I I/2 FORMED GONGRETE BELOW GRADE-2
SUPPORT UNLL:-Z OTrE'rRW15E NOTED.
ACCORDANCE WITH SECTION 2122.2.4 F.B.G.
DRAWINGS AND ENC5INEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA
MECHANICAL" AND FLORIDA BUILDING GODS ENERGY CONSERVATION.
UNFORMED CONCRETE BELOW 6RADE-3
NOTES FOR INFORMATION ON CONCRETE AND STEEL
REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR
2 A 4" CLEARANCE 15TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS.
22. TAMPER RE51STANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS
3. REINFORCING STEEL: GRADE 60 (FY=60.000) A5TM A615/A 615M-Oq.
6. REFER TO r.ONCRET3E
i5
6. VERTICAL CELLS FOR MASONRY TO BE 6ROUTEC SHALL HAVE VERTICAL ALIGNMENT
ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWIN65 15
SPECIFIED IN NEC, 210.52 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC 406.11
SPEGIFIGATIOp
SUFFICIENT TD MAINTAIN A CLEAR, UNOBSTRUCTED + -< NT. CELL.
A. COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE
3 PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED
4. DETAIL OF CONCRETE REINFORCEMENT SHALL E3E IN ACCORDANCE WITH "THE MANUAL
q, ONE -QUARTS R OF MAXIMUM BOTTOM P?rINFORGIN6 STEEL. AREA OF EITHER ADJACENT
1. GLEANOUT OPENINGS SHALL BE PROVIDED AT THr BOTTOM OF GROUTED GELL5 AT
MANUFACTURER OF HI5 R:E5PON51BILITY TO PROVIDE A LAYOUT THAT FULLY
INTEGRATES WITH THE ARCHITECT/ ENGINNERS SUPER5TRUGTURE. IF THERE I5 ANY
ASSEMBLIES IF ANY.
23. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND
GROUNDING CONDUCTORS SHALL UE PROVIDED FOR T/, COMMUNICATIONS, RADIO,
OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED
BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
BEAM SHALL t,XTEND T'HRU SUPPORT AND LAP WITH A GLA55 A TEN51ON LAP SPLICE
OF 5JF'PORT.
_
EACH LIFT OVER 4'-0" HIGH. GLEANOUTS SHALL BE .r AFTER GLEANING AND
GONE°LILT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM
ALL DWELLING ,
MUST HAVE HVAC RETURNS. RETURNSMAY BE DUCTED,
CAN, ETC. PER NEC 250.g4.
ON EITHER 51DE
INSPECTION, AND BEFORE STING.
COMPANY SHALL NOTIFY THE ARGHITEGT/ ENGINEER IN WRITING OF THE SPECIFIC
S
JUMPERS OR TRANSFEREER GRILLES.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY
10. MARK IN REINFORGIN6 COLUMN BETWEEN TWO BEAIY5 S� 'PIAr
_
STE�L NOT
AREAS OF CONCERN.CONCERN."G"
I
5. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
SUPPORT ALL LOADS DURING CONSTRUCTION.
r ; 4'M5,
REINFORCING .._,MALL BA G,�h'"''NLJO '� THRU THESE TWO �
5. TR,J55E5 TO BE DESIGNED TO CARRY IOAc>5 OF ATTIC AHU AND MISC. EQUIPMENT.
_�
GOOIRD LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE-
ADJOINING E OR'.3HALL BE 5U5PENDED A MIN. OF 6" ASV: ADJOINING GRADE.
6. DOWELS COLUMN AND WALL REINFORGIN6 TO FOOTING WITH SAME SIZE AND NUMBER
I. STRUCTURAL STEEL SHALL CONFORM TO THE AISG "SPECIFICATION FOR THE DE516N,
TRUSS DRAWIN&S.THE E3UILDEiR SHALL SE R�PONSISLE FOR THE rCNPL--rE
PADS 54A11 5E .A MINIMUM 4'-0"xq'-O" PAD FOR DOUBLE UNIT.
OF DOWELS A5 VERTICAL BARS ABOVE.
FABRICATION AND ERECTION OF STRUCTURAL 5TEE1_ FOR BUILDINGS" MATERIALS SHALL
COORDINATION BETWEEN THE TRU55 DESIGN AND AIR GONDITIONIN6 GESICSN
1. REINFORCING STEEL SHALL BE LAPPED 45 BAR DIA. MIN. WHERE SPLICED AND SHALL
.
CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: W 5HAPE5 - Agg2/A
43b/A
REQUIREMENTS.
PLUME3I NO NOTES
BE WIRED TOGETHER. PROVIDE CORNER 5AR5 SAME 51ZE AND NUMBER AS HORIZ. BEAM
ggIM-Oba, OTHER 5HAPE5 - A3b/A 36M-0b, PLATE J 36M-05, BOLTS - A 301-0-b
6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS,
REINFORGIN6 AT EACH FACE. LAP 48 BAR VIA, MIN.
TUBULAR - ASTM A500/A50OM-13 GRADE B (46 K51)
COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS ,AND FLOOR SYSTEM
DRAIINGS, 51GNED AND SEALED BY A FLORIDA RE-15TERED ENGINEER.
I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, I_.®
8. PLAGIN6 DRAWINGS ON BAR LISTS SHALL CONFORM TO AGIS "MANUAL OF STANDARD
F.B.G.
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERIGAN WELDING SOCIETY
STRUCTURAL WELDING CODE ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE
1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH GLIP5, TOP AND
2. ALL PLUMBING FIXTURRSHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.G.
pE5
4� ®DES USED:
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
.
A.W.5. A5,1 E7OXX.
BOTTOM EACH STUD.
3. 015PO51TION OF RAI14 WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
ABV ABOVE
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLER UNIT
B.F.
BI FOLD
B.P.
BI PASS
BLK.
BLOCK
BLW.
BELOW
BR6.
BEARING
BTM.
BOTTOM
GLG.
CEILING
GMU
CONCRETE MA50NRY UNITS
COL.
COLUMN
CONC.
CONCRETE
GSMT.
CASEMENT
DBL.
DOUBLE
DIA.
DIAMETER
DISP.
DISPOSAL
DP
DESIGN FRE55LRE
DR.
DOOR
DW
015H WASHER
E.E.
EACH END
ELEC.
ELECTRICAL
ELEV.
ELEVATION
E.5.
EACH SIDE
M.G.
MET'i, INS CABINET
EXT.
EXTERIOR
M.R.H.
MEAL i ROOF HEIGHT
F.B.G.
FLORIDA BUILDING CODE
M.T.
META: THRESHOLD
F.R.
FIRE RATED
MAX
MA,<� Ir�IUM
FR
FRENCH DOOR
MFR.
MANIUFACTURE:R
FIN.
FINISHED
MICRO,
MIGuOWA`E
FL.
FLOOR
MIN.
MINIMUM
O.T.
GIRDER TRU55
M.O.
MAONRY OP'=h NO
GA.
GALV.
6AU6E
GALVANIZED
MONO.
MONOLITHIC
6F1
GROUND FAULT INTERRUPT
MTL•
METAL
-L.
GLASS
O.H.D.
OVER HEAD DOOR
GWB
GYPSUM WALLBOARD
0/G
ON CENTER
GYP. BD.
GYPSUM WALLBOARD
P.L.F.
POUNDS PER LINEAR FOOT
HOT.
HEIGHT
P.5.F.
POUNDS PER 50JARE FOOT
HP5.
HOOPS
P.5.1.
POUN05 PER 50JARE INCH
HR
HOUR
P.T.
M-)5URETREAi=:D
H5
HORIZONTAL SLIDING
PART'N.
PAP, T ITION
HVHZ
HIGH VELOCITY HURRICANE ZONE
PKT.
POCK":ET
INS.
INSULATION
PLYWD.
PLY?00D
INT.
INTERIOR
R.O.
ROIJFjH OPEN 1N5
L6.
LONG
S.G.
50L 10 GORE
LIN.
LINEN
5.6.0.
SLIDING GLASS DOOR
LT.
LIGHT
SF
SQUARE FOOT
L.T.
LAUNDRY TUB
514
51NOLE HUNG
5M5
SHEET METAL 5CREW5
5T.
STIRRUPS
5TL.
STEEL
SW
SWITCH
5.W.O.T.
5HEARWALL OVERTURNING FORGE
TEMP,
TEMPERED
T.B.
THROUGH BOLT
T.O.
THROUGH OUT
70.5.5.
TOP OF MASONRY BOND BEAM
T.O.PL.
TOP OF WOOD PLATE
7.0.73.
TOP OF TIE BEAMI
TYP.
TYPICAL
L.N.O.
JNLE55 NOTED 07HERNU5E
UL
UNDERINRITER5 LABORATORIES
V.I.F.
VERIFY IN FIELD
WA.
WEDGE ANCHORS
W/
WITH
WG
WATER CLOSET
WD.
WOOD
5T LUG I E GOUNT"T.0 1 FLORIDA
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10-0 FROM ROOF JACKS. - FLORIDA BUILDING GODS 5TF1 tDITION (2014)
5. CONDENSATE DRAIN': MUST BE A MINIMUM OF 12 OFF THE BUILDING.
6. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUB5 AITH SHOWER HEADS SHALL _ NEC 2011
BE FIN15HED WITH A SMOOTH , NONAB5ORBENT 5URFACE TO A HEIGHT NOT LEES THEN �
10 INCHES ABOVE THE DRAIN INLET. - A.S.G:,- 7-10
LOAD SG ;EDULE
0RA NC INDLX
LOCATION LIVE DEAD TOTAL
GROUND FLOOR 40 q5
155 APPLES-S TO SLAB
G-1
COVER _C+9E T
SECOND FLOOR 40 25
65
BALCONIES 60 25
&5
A5-I
517E PLAN
ROOF 30 25
55
A-1
F=LOOR PLAN
TOP CHORD 30 15
BOTTOM CHORD 0 10
A•-2
=LEVAT(C)N5
BTM. CHORD -ATTIC 10 0
(WN_10W-JWzNT)
A-3
ELEVATIONS, 5EG7I0Nt3 4 DETAIL5
WIND:
7-1
FOUNDATION 4 157 FLOOR FRAMING PLAN
ULTIMATE WIND SPEED = 165 mph.
5-•2
5EGTIONS $ DETAIL5
NOMINAL WIND SPEED = 128 mph.
5-•2
ROOF FRAMING PLAN
RI5K GATAGORY = II
BUILDING DE51ON A5 ENCL05ED
5_�
ROOF BRAGiNO PLAN
EXP05UIRE GATEfiOR°Y = D
MEAN ROOF HEIGHT = IT-O"
E-•1
ELECTRICAL PLAN
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
M1•-1
MECHANICAL PLAN
NOTE: THI5 STRUCTURE 15 DE•515NED IN
ACCORDANCE WITH CHAPTER 16 OF THE 2014
FLORIDA BUILDING CODE AND A50E 1-10.
ELECTRICAL 5YMB0L5 LEGEND FAN LOW VOLT. PLAN // ELEVATION 5YM OL5 LEGEND,
.20 17 V. RECEPTACLE TELEV15ION JACK B BOX SD
AT 12" A.F.F. y PREWIRED SMOKE DETECTOR 5HEARWALL LABEL
Q� DUPLEX RECEPTACLE/ ARC C� SINGLE RECEPTACLE (T HVAC 0 JUNCTION SMOKE 1
II FAULT INTERRUPT AT 12" A.F.F. I DEDICATED THERMOSTAT BOX DETECTOR SCALEDETAIL INTERIOR �
Q� DUPLEX RECEPTACLE QI 51NOLE RECEPTACLE ( INTERCOM PADDLE FAN % 4 owc 2 ELEVATION i J BEAM LABEL
II B AT BASE DEDICATED SWITCHED AT 60" A.F.F. W/ OR WO! L16HT FAN
DUPLEX RECEPTACLE �1� FLOURESCENT 7 EXHAUST FAN 3
?C AT 5" ABV. COUNTER SINGLE RECEPTACLE SECURITY z LIGHT FIXTURE F # DETAIL
I DEDICATED UNDERGOUNTER /1.16HT COMBO 000# N�AX. T�LGONNEGTOR
KEYPAD owG. SCALE TG-O
Q� DUPLEX RECEPTACLE FLOURESGENT SPEAKER DOOR LABEL
GFI -ROUND FAULT INTERRUPT DUPLEX RECEPTACLE- ARC [C DOOR LIGHT FIXTURE IN GLG.
FAULT INTERRUPT ® 12" A.F.F. CHIME
DUPLEX RECEPTACLE
GD C AT b" ABV. COUNTER DUPLEX RECEPTACLE [. PUSH INCANDESCENT E01-6. LITED. LV DOOR #
REVISION
FIXTURE GLG. MNITAD. RELEASE # ® SECTION
GFI GROUND FAULT INTERRUPT TOP RAG. SWITCHED BOTTOM osrc. SCALE 0 $$ WINDOW LABEL
RECEPTACLE ARC FAULT INTERRUPT HONE OUTLET INCANDESCENT LIGHT BV
DUPLEX RE LE " FIXTURE WALL. MNTED. (y� VOLUME
AT 12
TOP RAG. SWITCHED � SWITCH �� AT 12" A.F.F. 'j' CONTROL
SINGLE POLE RI HAT NORTH ARROW
DUPLEX RECEPTACLE SWII!.H
TELEPHONE OUTLET ® GLG. MOUNTED?G11FpI WATERPROOF SWITCH PLUSH IN FLOOR DISr, . aNNEGT # , SECTION
GROUND FAULT INTERRUPT �3 THREE WAY �wu. SCALE Cs COLUMN LABEL
HI HAT BRE
DEDICATED ® VAPOR PROOF N KL BREAK LINE
�'�'�, DUPLEX REGEPA!GLE � SWITCH �� DATA LINE ® PA
IIUC UNDER COUNTER 4 FOUR WAY
G.V. RECE55M F.P, t I
RECEPTACLE SWITCH CENTRAL VALE- UUM (0 EYEBALL El,tl _ METER 0 2' 4 b.
n DIMMER
DUPLEX RECEPTACLE SECURITY CARBON MONOXIDE LOW VOLTAGE # ® INTERIOR ELEV. F= I=0®TIN- LABELGRAPHIC SCALE
/� - SCALE: I/8" = I'-O"
FLUSH IN FLOORK SWITCH LIGHTS crt DETECTOR ® TRANSFORMER
IN11II11I111111I1111I -• - r
BEARING FRAME
CONSTRUCTION
®] FRAME CONSTRUCTION
ABOVE OR BELOW
BEAM HEIGHT
CHANGE
FLOOR ELEVATION
E'!l/�/lll/1Ll/1lI/1 HSOFFIT
EIGHTDROPA5 NOTED
- PLACHED N N OR LNG SEE
THE VE51ON PFa,Or-E55IONAL A55UME5 NO
L I AE L I TY FOR IMPROPER 5LOPE5, GRADE5
OR NIEA5UREMEENT5. ALL FIGURE5 TO BE
VERIFIED BY .A, L I C:EN5ED GENERAL
CON IRAGTOR, IN THE FIELD BEFORE
GON�TRUGTIOS,.
revisions
no. date
designed
PAR
drawn
PAR
checked
5-5/PAR
date
411,0116
5001c,
114" = 1'-0" ON.0)
Job n o , 15-0057 . BEN
Shawn M. Stambaugh, PE
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
W W W.QEASSOCIATES.COM
drawing
C-1
THESE PLANS CONFORM TO PBc - 2014 6 ASCE 7-10
I -T - — — — — — — — — — — — \1 —
'z-
71-611 L
LW -A"
(.n
0
CO
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5-0 SETBAr-,,K
LIABILITY FOR IMPROPER 5LOPE5, 6RADE,
OR MEA5UREMENT5. ALL F16URE5 TO BE
VERIFIED BY A LICENSED 6ENERAL
CONTRACTOR IN THE FIELD BEFORE
CON5TRUCTION.
"ftJ=a= 01 Akle- fnAlenol.n *r^
revisions
no. date
cle,!Biencd
F-AR
drawn
PAR
checked
55/PAR
clate,
417,A116
eccile,
1140 = P-On ORO)
job no. 1.5-0057. BEN
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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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
drawing
SITE PLAN
sheet
AS-1
revisions
no.
date
OR WOOD
5TU05 0 24"
O/C
0
FINISHED CEILING - 5EE
TYP. WALL SECTION
N
CONT. 25 6AUCE METAL TRACKS
TOP d BOTTOM
25 6AU6E CHANNEL SHAPED STUDS
24" O/C W/1 FULL LEN6TH LAYER OF
1/2-TYPE GYPSUM WALLBOARD
AFI,'LIED VERTICALLY 4 ATTACHED
W/ I" LONG BU6LE HEAD 56REW5 TO
EA( 51DE ® 12" O/G
CoNC. FLOOR SLAB
2 TYPICAL INTERIOR Pi` Ri I
Al SCALE: 3/4" = 1'-0"
C4
9,
_;r
4A
A3
METAL ANGLE -
ATTACH TO TRUSS W/
R-30 INSULATION 54REW9 AT 12" O.G. TF455
BOTTOM CHORD
PLYWOOD
PAVERED AREA
r
1/2" DRYWALL _q DECOR, TRIM
MOULDING
1 ATTIC ACCESS SECTION -
A1 SCALE 1-112" = P-O" N
m
!i
cis
rv-L.. niiwvry rNw Z"I"' vi.
THIS RESIDENCE SHALL BE
IMPACT RE515TANT
ALL. MANUFACTURES LA13LES SHOWING
U FACTORS AND SHIGO COMPLIANCE
WITH FBC ENERGY CODE MUSS'
REMAIN ON ALL FRS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
-" ";';nib At L F~0PQSEID W0;
AREC
.?' 'I:bl.: } if�1.Et7 i' t• F!f 8ivepWC. p�i0 $y!5M
Y v.l k .. ;li.��i: .. Jf} t•E �M1y. l�4 P y{ i':Y iM�•T f $q',
L � ; ♦ j1 {y'p' cry
ST. LITCTV COTUNTV -AI T; ini-:C T) TVISI ON
DATE
PLANS AND I EW11T MUST BE ri EPT ON JO
CAP' NO INSPECTION WILL ICE
TERMITE TRUJI MEN y RECUi ED
,
NOTE:
ENGINEERED UNIT MA50NRY USED TO
DEVON WALL5, BEAMS 4 COLUMNS
INSTEAD OF PRESCRIPTIVE CODE
NOTE:
RATIONAL ANALYSIS WAS USED
TO DESIGN THE FOOTING INSTEAD
OF PRESCRIPTIVE CODE.
ATTIC VENT CALCS - 2ND FLR
CEILING AREA
RATIO
TOTAL NET FREE
VENTILATING AREA
2,322.3 W. FT.
1/150
15.42 W. FT.
OR USE g2.64' MIN OF 2" WIDE SOFFIT VENTING
OR USE VENTILATED ALUMIN SOFFIT THRU-OUT
CALCULATIONS
1ST FLOOR A/C. #V/ STA11V 1,5710 S.F.
TOTAL 5.P IAV S.F.
GOVFRED PNTRY PORCH 74.0517.
GARAGE 480.0 S.F.
TOTAL S.F. 2,15LO 5.1=
REAR PAVOYSTPP 44.0 S.F.
THE DE515N PROFE55IONAL A55UME5 NO
LIABILITY FOR IMPROPER 5LOPE5, 6RADE5
OR MEA5UREMENT5. ALL FISURE5 TO BE
1/ERI F I ED BY A L I CEN5ED 6ENERAL
CONTRACTOR IN THE FIELD BEFORE
CON5TRUCTION.
designed
PAR
drawn
PAR
Checked
55/PAR
date
4176116
scale
1/4" = P-OP ORO)
Job n o .
15-0057 . BEN
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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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
W W W .QEASSOCIATES.COM
drawing
FLOOR PLAN
sheet.
A-1 M
rU=a= 01 AAIG e^kIC^0U "r^ C=2- - -I^IA ! AG.--= -f_I^
re i5ionS
no. date
GONG. COLUMN
WEATHER STRIPPIN6
BY DOOR MANE.
GARAGE DOOR
6ALV. 5TL. VERT. TRACK
BY MANF. FASTENED 747
TRACK BRACKETS W/
1/4"-20x1/2" CARRIAGE
BOLT5 # LOCK NUT5
CALV. 5TL. TRACK
BRACKET5 FA57ENEV
TO WOOD JAMB W/
3/16"xl-1/4" LAO SGREI^J5
2x6 P.T. ATTACHED To
MAW..5 hti:THDD OF COLUMN W/ 1/2" A.D.
ATTACH-IENr SHALL 0 2'-0" O/G VERT.
PREVAIL WHEN WWIITIP (6" MAX. FROM ENDS)
W/ COMPLEI'1= IN5TRZTION5
JAMB DETAIL (GARAGE DOOR)
STUCCO FINISH
PERIMETER 15fALANT
GONG. OR M/,`50NRY
Ixb P.T. BUG#- 5E7 IN
SEALANT ANC NA I LED'
W!I-I/2" GASP= �ARDENIED ;
Qo COIL NAILS / 2" 0/G.
° o p ° ° ° MAX. I
DRYWALLir,Fw. €
GAULKIN6
DOOR FRAME'
FASTEN THRII OUCK K/
(2) 3/16'°x2-I/- TAPCON
5GREH5 0 2' 0" O/G
JAMB/HEAD DETAIL (S.(, D.)
GONG. OR MA5ONR1'
DRYWALL BOARV
2x4 P.T. BUCK 5E7 IN
/ SEALANT AND 5EGURED
!C/ w 3-1/4" x I/4" (MIN)
43 Q° o °. TAPGONS A
° °
DOOR TRIM
DOOR FRAME
- FA57EN TO BXK W
('2) #6 &ALV. x 2"
SCREWS
2'-0" /G
DOOR TRIM
PERIMETER GAULKINC
5TUGG0 FIN/-'-H
HEAD/JAMB DETAIL (DOOR)
ALUMINUM FRAt�r; FA5TE:N
TO STRUCTURE 114RU BUCK
W/ 3/I6" TAP001 d 50REI'�5
® 12" O/C. MIN, 1 I/4" EMBED
PERIMETER 5E/�I .ANT
d FLASHING
STUCCO FIN15H
GONG. OR MA50NRY
ix2 MIN. P.T. BIJGi: SET IN
SEALANT AND NAILED
WI-1/2" CASE HARDENED
COIL NAILS AT 12" 0/G.
MAX.
DRYWALL BOARD
GAULKIN6
JAMB DETAIL (WINDOW)
WINDOW ATTACHED PER FSG F=�05
WINDOW FLA5HIN6 PER FBG Ri03-b-I
TRU55E5
\_ALL EXTERIOR GEILIN6 MATERIAL
TO BE HY-RIB LATHE AND STUCCO
FASTENERS AT 24" O.C., EITHER
1-3/4" MIN EMBEDMENT ROOFIN5
NAILS WITH 10' SHANK AND 3/bl'
HEADS OR STAPLES WITH 1-3/4"
MIN EMBEDMENT LE65 b I/Ib" (115
6ACE)
EXT. PORCH CLG DET. #1
/DOOR FRAME FASTEN
TO BUCK W(2) 3/16"x
2-1/2" TAPGON
SG a 2'-0" 0/6
FLOOR GO`JERI N6
-X
0
.��° °O
-- GROUT BED
\ --CONCRETE SLAB
SILL DETAIL (S.G.D.)
DOOR THRESHOLD SET
N BED OF GAJLK $
FA5TENE17 TO 511.L W/
#P x 1 1/2" 56R,1 6
® (8" 0/G
PERIMETER GAULKIN&
7OOR GOVERIN6
:ONG. FLOOR SLAP
�ERiMETFR CAULKING
:ONGRETE SLAB
SILL DETAIL (DOOR)
ALUMNUM FRAME
5EGURE FRAME TO SILL
WITH SILICONE
MLCAUL KING
0Q° �° 0
0 0° 0 ' o
a po.
PRECAST OR POURED
51 LL
PERIMETER GAULiKING
SILL DETAIL (WINDOW)
Ix2 jMIN. P.T. BUCK SET IN 5EALANT AND NAILED H/
1-1/2" CASE HARDENED COI
NAIl5 AT 12" O/C. MAX.
CONC. OR MASONRY
D�RYY ALL BOARD
CAULKING
r -- ALUMINUM FRAME, FASTEN
TO 5TRUGTURE THRU SUCK
H/ 5/I6" TAPGON 50REH5
® 12" 0/6. MIN. 1-3/4" EMBED
-PERIMETER SEALANT
d FLA5HIN6
STUCCO FIN15H
L_LHEAD DETAIL (WINDOW)
WINDOW ATTACHED PER FSG R308
WINDOW FLASHING PER FBG R105b.1
12
16 "X 64" R.O.
IaP - 5-152
+ 44.65
r
36"X 82" R.O. / 16"X 64" R.O.
94
DP - bO.05 f DP - 46.13
+ 45.g2 J + 44b5
76 "X (64" R.O. 16"X 64" R .O.
DP - 48.15 DP - 48:73
+ 44.65 + 44.65 -
16 "X 64" R.O.
DP - 51.52
- - + 44.65 - -
- -
-SMART VENT PICKETS SPACED TO RE.JEGT-J
4" DIA. 5PHERE TYP.
n
C) =17SMART VENIT ( )
40"X 52" ////R.O. 40
"X b" R.O.
DP - 64.3b DP - 44.50
+ 45.Oq + 45.22
_ --�
d
o
�
n
O
r
IN=
ACGE55 DOORS ,AS NEEDED
AROUND PERIMTER OF
HOUSES TO ACCE55 CRAHL
SPACE
12
\-6.0. TO ADJUST STAIRS
12OHN TO PAVERS TO
ACCOMMODATE FINAL
CRAVE ELEVATIONS.
6" HIGH GEMfNTITIOU5 /
BANDING / ==
U
40"X 64" R.O.
DP - 50.Sq
+ 46.82 - - -- -
-SMART VENT
----SMART VENT O
Iq2°°x q6°'R.o.
DP -46b0
+ 40.Iq
REAR ELEVATION
/
c-p--l-)
l0
40"X 52" R.O.
16"X 644" R.O.
DP - 52.16
DP - 57.52
+ 48.Oq
+ 44.65
+� SMART VENT
T E L E VAT10N
5GALE : 1/4" = I'-O"
- - - 0-- - - --Ll -
FRONT ELEVATION
5TANDIN6 METAL SEAM
- RDOFIN6 TYP.
q'-o° ro B B.
H164 GEMENTITIOU5
BANDIN6
___-q•" HI6H RA15ED SMOOTH
C.EMENT'ITIOU5 BANDIN6
0'-0" F.F.B.
--- 4 -4� ABV GRADE
FLOOD HT 8'-4" N.A.V.D.
ABV CRAVE
-- TV/ AV
4.0" NAND. GRADE
I" 5TANDIN6 METAL SEAM
ROOFING TYP.
1'-0" T.O.B.B.
q,-0" GLG
-.6" HIGH GEMENTITIOU5
SANDING
5'-4" T.O.B.B.
AT 6ARACE
4 H16H RAISED SMOOTH
�'EMEN'TITIOU5 BANDIN6
0,-0" F.F.E.
4'-4" ABV CRAVE
FLOOD ITT & 4" NA.V.V.
ABV GRADE
4.0' N.A.VD. CRAVE
_22'-0" MAX BLD6/ HT.
15TANVIN6 METAL SEAM
ROOFING TYP.
a'-0" T.O.B.B.
- - q'-O" GL6
_ 4" HI6++ RA15ED SMOOTH
GEMENTITIOU5 BANDING
5'-4" T.O.B.B.
q'-4" GL6 0 6ARA6E
_.TEXTURRED CEMENTITIOUS
BANDIN6
_. RAISE- SMOOTH
GEMENTITIOU5 BANDING
0'-0" F.F.E.
4 4ABV CRAVE
f LOOD HT 8'-4" NA.V.D.
-4I-Q"
AB1/ GRADE
4.0' N.A.V.D. CRAVE
THE DE'15I Grq PROFE55I ONAL A55UME5 NO
LIABILI TNI' I=OR IMPROPER 5LOPE5, GRADES
OR MEA5UREMENT5. ALL FI6URE5 TO BE
VERIFIED E31' A LIGEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CONS;;pwCTION.
designed
PAR
drawn
PAR
ChOCked
551PAR
date
4/18/16
S G a I e
1/4" = P-O" N N.0)
Job n o .
15-0057 . BEN
Shaven M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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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 W W.QEASSOCIATES.COM
Fe'r s
ELEVATIONS
sheet
A_2 11
TL=e_= eal -ALIC / s1Alt_/1Lituf r^ r-Me - -l^I i ! ACJC -1-1A1
revisions
no.
date
PT 2X2 MIN GONTIN BATTEN
A13/Ib" X 1-1/4" EMBEDMT
TAPGONS 49 24" O.G.
CONCRETE LINTEL
SEE BEAM SCHEDULE
NAILS 0.12 VIA. SHANK 3/6" VIA
HEAD 1-1/2" LONG ® b" O.G.
(HHITE)
QUAD PANEL ALUM/VINYL
VENTED SOFFIT "AMC"
\\-----J-CHANNEL 0p155 THIC ALUM H/T-NAIL ® 12" O.G.
TO 055 4 1& 6A 1/4" 55 STAPLE H/ 1/5" MIN
EMBEDMT 49 24" O.G. TO PT 2X2 BATTEN. (MIN)
A3 SOFFIT ATTACHMENT DETAIL
OPTIONAL
1/4" THK xbN12" 5TL PLATE HELDED TO TOP LEFT AND
TOP RIGHT 51DES OF 5TL ANGLE BOX. SECURE W/(2)5/5"
VIA) H.A. ® 5" O.G. INTO EACH PLATE. 4" MIN EMBED TYP.
THRU-OUT
-1/4" THK x2"x2" 5TL ANGLE
i HELDED INTO BOX SHAPE
__ _= I AVD DIAGONALS - I EACH 51C
—_ -=--- — = PAINT ALL SURFACES FOR RUST
z __�_ _ - _ _ PREVENTION
u�
wd
0
�O a
-1/4" THK 5TL CENTER RIB
1/4" THK 5`1 I BASE 5OL7E O TO HALL
(5/5" Olt N.A. 12" O.G. (3 MIN) 51ZE OF
13A5E TO Fk- DETERMINED BY 6.C.
1 boom 1
ad�a / QA��I IY nano EnR 9" PRErAST PRESTt�,E55ED U-LINTELS
casT-C/ir7r
SAFE LOAD - POUNDS PER
LINEAR
FOOT
TYPE
LENGTH
8U8
8F8-08
8F8-18
8F12-OB
BF12-18
8F16-OB
BF16-18
8F20-(gin
BF20-I-
8F24-OB
4-18
8974
8F28-{18
SF28-16
10394
8F32•-OB
02"-1B
11809
2'-10' (341 PRECAST
2231
3069
4605
6113
7547
3089
,
8113
7547
8974
10394
11809
3'-6" (42 PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3089
4605
6113
7547
8974
103%
11809
4'-0" (481 PRECAST
1966
2561
2751
3820
489(1
5961
7034
8107
2693
4605
6113
7547
8974
10394
118M
4°-6" (541 PRECAST
1599
1969
2110
Ml
3753
4576
5400
6224 I.
2189
4375
6113
7547(,/_
SM
10294
118M
5'-4" (64' PRECAST
1217
1349
1438
1999
2566
3123
3686
4249
1663
3090
5365
7547(3c
7342(19)
87gl
1012_19
5°-10' (707 PRECAST
1062
1+i05
1173
1631
2090
zs4G
347c
1451
2622
4360
7168(45)
6036(19)
718 19) 1
8328 (20
6'-6- (781 PRECAST
908
1238
2177
3480
3031
3707
4383
5Wl
1238
2177
3480
5381
2205
8360
1 37
8825k(14)
7'-6" (901 PRECAST
743
1011
1729
1 2632
2698
3191
3
1011
1729
2Wl
WN
1 25M
2564
2W ,,
20 ,
1&N
1W4
1684
1884
1420
1420
1320
132(f
MR
1907
MR
173.E
MR
1320
MR
5681
8467 44
5472 15
!,1'121 PRECA,,
554
699
11W
1625
3486
2818
3302
752
1245
_
1843
3486
4705(37
6390(4
�_—
10'-6'(126 PRECAST
--
475
135
NO
'1247
27T7
2163
2536
643
1052
1533
2781
3643(38)
4754f45
11'-4"(1361 PRECAST
362
5e2
945
t368
2I 423
3127
40t�
582
945
1 13H
2423
3127
OX
12'-0' (144' PRECAST
337
540
873
1254
2193
2805
1 M52
540
873
1254
2193
2W5
3552
13'-4' (1601 PRECAST
296
471
755
1075
1838
2316
2883
471
755
1075
1838
2316
2883
14°-O'(168') PRECAST
279
424
706
1002
1697
2127
2630
442
706
1002
1697
2127
200
14°-8" (176' PRESTRESSED
N.R.
MR
MR
MR
MR
NR
MR
458
783
1370
2245
2517
2712
15'-4'(1841 PRESTRESS®
N.R.
MR
MR
MR
MR
MR
MR
412
710
1250
2058
2320
2513
17'-4"(2081 PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
300
50
950
lW9
1849
2047
19'-4"(2321 PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
235
420
750
1037
NR
845
MR
1282
1515
1716
21'-4" (256' PRESTRESSED
N R
MR
MR
MR
MR
MR
MR
180
340
598
1114
1359
14846 8
22'-0- (2641 PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
165
315
550
784
1047
1285
1399
24'-0" (2881 PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
MR
129
250
4W
654
1 W4
1092
1222
i" STANDING METAL SEAM ROOFING OVER PEEL 4 STICK
MEMBRANE ROOFING OVER 14132" EXT GRADE COX PLYWD.
12 FASTEN MTL ROOF PER MANUFACT. 5PEGIFIGATIONS FOR 170 MPH
�SEE FE/. WIND PER F.B.C. 2014, 5TH EDITION
(SEE`. DIAPHRAGM 50HEOULE FOR NAILING PATTERN
PRE-ENGINEERED ROOF TRUSSES AT 24" C/C
R-Iq SUGRASEAL SPRAY FOA / SEE TRU55 BRACING PLAN FOR ANCHORAGE
SCHEDULE AND DETAIL5.
INSULATION. (SEE ENERGY GALL)
OR R-Iq MIN BATTS _ SEE F_LEVATION5
TOP OF PLATE
5/5" 6YP5UM BOARD APPLIED TO a
UNDER51DE OF TRUSSES GON1'IN. GALV. MTL DRIP OVER 2x6 HOOD
SEE FLOOR PLAN FOR VAULTED P RES FA5V A ON TRU55E5.
USE VINYL COVERED FASCIA AND VINYL
VENTILATED 50FFIT.
HANDRAIL
SOUTHERN Y. PINE #1
TYPICAL
I-7/Ib"xl-?/16" PICKET
SOUTHERN Y. PINE #1
2x6 BLOCKING AT MID HEIGHT
1/2" GYPSUM BOARD OVER 2x6
WOOD STUDS AT WC/C.
R-11 BATT INSULATION
5/4" PLYHOOD DIAPHRAGM N/ IOd NAILS
AT INTERIOR SUPPORTS AND 5" G/C AT
PANEL EDGES. EDGE BLOCKING 2" NOMINAL.
SPACED TO REJECT 4
A 4" SPHERE rn
(Pb = 1150 psl) TYPICAL
BWALL SECTION
A3 SCALE: 514"
N
SPACER FOR
HALL MOUNT
HANDRAIL
DETAIL.
D 7M, YP. _ 5GREW5 TOP $
11 = #120" HV. BTM. TYR
5CREH5 TOP 4
m BTM. ® 16" 0/0
(ONLY APPLIES TO
CONNECTION TO HD. FRAMING. DOES
WOOD FRAMING NOT APPLY TO 5TAIR5
A3 GUARDrl RAIL DETAIL
COVER ALL CONDITIONS
() THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
SAFE LATERAL LOADS FOR
fs PRE<AST 8 PRESTRESSED U-LINTELS SAFE UF. IFT LOADS FOR 8" PRE<.AST 4 PRESTRESSED U-LINTELS
C�4#ffM
LOAD
SAFE PLF IF
LENGTH TYPE
8UB
8F8
Rain.
2'-10'(341 PRECAST
1293
1642
2135
3'-6' (421 PRECAST
1025
1024
1830
4'-0- (481 PRECAST
765
763
1365
4'-6' (541 PRECAST
592
591
1057
5'-4" (64' PRECAST
411
411
734
5°-10-(701 PRECAST
340
339
607
6°-6" (781 PRECAST
507
721
483
7'-6" (901 PRECAST
424
534
357
9'-4" (112' PRECAST
326
512
227
10'-6-(1261 PRECAST
284
401
178
11"-4"(136' PRECAST
260
452
152
12'-0-(1441 PRECAST
244
402
135
13'-4"(1601 PRECAST
217
324
109
14'-0-(168' PRECAST
205
293
98
14°-8" (1761 PRESTRESSED
N.R.
284
89
15'-4'(1841 PRESTRESSED
N.R.
259
82
17'-4'(208' PRESTRESSED
N.R.
194
63
19'-4'(2321 PRESTRESSED
N.R.
148
51
21'-4'(2561 PRESTRESSED
N.R.
125
42
22°-0-(264' PRESTRESSED
N.R.
116
39
24'-0- (288' PRESTRESSED
N.R.
91
33
cgsr-�IN'r�
SAFE LOAD -POUNDS PER LINEAR FOOT
TYPE
LENGTH ��
8F8-IT
8F12-lT
81`16-1T
8F20-lT
8F24-IT
8F28-IT
8F32-IT
8FB-2T
BF12-ZT
8F16-2f
8F20-2T
8F24-2T
BF28-2T
8F32-2T
2'-10"(34� PRECAST
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
15747
7034
8321
960E
3'-6" ( 42 PRECAST
1569
2524
3547
45W
5591
6613
706
1569
2524
3547
4589
5591
6613
7636
4'-0' (48" PRECAST
1363
2192
3079
3966
4853
5740
6627
1363
2192
3079
3966
4853
5740
6627
4 -6 (54') PRECAST
1207
1940
2724
3508
4292
5077
5Nl
1207
1940
2724
.3508
4292
5077
5861
5'-4- (64" PRECAST
1016
1632
2290
2949
3607
4265
4924
1016
1632
2290
2%9
3607
4265
4924
5-10- (70� PRECAST
909
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
3295
3397
4498
6'-6- (78') PRECAST
835 12
1340
1880
2419
2959
3498
4038
835
1340
1880
2419
2959
3498
1 4038
7'-6' (90`) PRECAST
727 23
1021
1 6XI2
21 11
2571 l
NX10
3508 9
727
1166
16M
2102
2571
3039
3508
9'-4" (112'} PRECAST
591
680
11glS
1471(15)
1811(15)
2152(16)
2494(15
591
851
1326
1705
2084
2463
2842
1®,-6,(126) PRECAST
5W
552
91415
11W`I1
145815
1732(15
200715
530
686
1183
1526
1865
2M4
2544
11°-4"(136'} PRECAST
474
485
79815
1 15
127215
151 15
174915
494
599
1028
1422
1738
2053
2369
12'-0" (144`) PRECAST
470 (9
441
723(14
936(14)
1151(15
1366(15)
1582(15
470
543
928
1349
1649
1948
U47
13'-4° 160 PRECAST
(
418 15
373
608 14
783 14i
982 14
1141(14
132114
428
455
770
1145
1444
1718
1 1993
14'-0" (168") PRECAST
384 15
346
559 14
723 14
887 14
1052(14A
121 14
410
420
709
1050
1434 8
1694 8
1954
14'-8' (178") PRESTRESSED
323
519(13
1371(13
823(13
976(14
1129(14
246
390
655
968
1324 8
162 11
187 11
15'-4° (184`} PRESTRESSED
224
302
48513
6281
767 13
90913
1 13
230
364
W9
897
1224 (8
15620
1801(14
17'-4' (208') PRESTRESSED
187
255
404 12
!i20 12
637 12
754 12
87202
192
303
- 500
732
993 8
12 14
147004
19'-4° (2371 PRESTRESSED
162
222
347(11
546 (12
646 (12
746(12
166
261
424
616
831 8
1057 14
1 14
f._ PRESTRESSED
21'-4' (25, 1
142
198
30811
M311
480 11
56711
65411
142
230
W9
531
713E(790(13
1046(13
4 PRESTRESSED
1
137
192
29510
37811
461
6291122'-0'(26
137
221
354
508
681
997 13
24'-0° (28T1") PRESTRESSED
124
175
267(10
:#1(10J
416
)
5W(10
124
200
316
450
600
875 13
(1) THE NUMBERS IN 'PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR.
L
CONNECTION TO
WOOD 5TAIR5
57V rO OVER 5/5" THK DENSE GLASS 60LD
BRD OVER TYVEK BLD6 WAP OVER 5/6"
THK COX EXT GRADE PLYHOOD OVER 2xb
HOOD STUDS ®I6" O/G. TYPICAL,
TOP RAIL
Vi
2x NOOO OR PVC, PICKETS®`
SPACED TO REJECT A 4"
DIA f
SPHERE
1 �
:
B07TC14 RAIL
m
PRE-EN6. WOOD ROOF TRU55'S
4924 0/G TYPICAL H/APPROVED
6ALV, 7RU55 ANCHORS SEE
FRAMING AND BRACING PLAN
R-Iq 500RASEAL SPRAY FOAM -
INSULATION. (SEE ENERGY CALL)
OR R-Iq MIN BATTS
I" 5TANDIN6 METAL SEAM ROOFING OVER PEEL 4 STICK
MEMBRANE ROOFING OVER 14/52" EXT E COX PLYAD.
12 FASTEN MTL ROOF PER MANUFAGT. SPECIFICATIONS FOR NO MPH
SEE ELEY.l HIND PER F.B.C. 2014, 5TH EDITION
\� (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN
5/5" (MIN) GYPSUM BOARD APPLIED
TO UNDERSIDE OF TRU55E5
FIRE STOP -
TYPICAL TIE BEAM. REFER TO
FLOOR PLAN FOR BEAM SCHEDULE.
CORNER BARS MIN LAP 25"
1/2" GYPSUM BOARD OVER
Ix2 P.T. FURRING ® lb" O/C
OVER 3/4" THK FOAM BIRD
INSULATION, R-4.2 MIN.
R-Iq SOCRA5E:�1 SPRAY
FOAM INSULA 110N. (SEE
ENE-Rp I' GALL)
OR R-lq r111I BATTS
APPLIED HOOD BASE
FIN. FLOOR TO BE AT OR
ABOVE FLOOD HEIGHT
1
4" THK SLAB
ON GRACE
T
GONTIN. &ALV. MTL DRIP OVER 2xb HOOD
FASCIA ON TRUSSES.
_ 12" USE VINYL COVERED FASCIA AND VINYL
O.A. MAX. VENTILATED SOFFIT.
5/5" STUGGO FINISH (2 COAT5) OVER
5" GONG. BLOCK W/ (1) #5 BAR VEERT.
IN GONG. FILLED CELL A5 PER PLAN
MIN LAP 30 DIAMETERS
J
50' STUCCO FINISH (2 COAT5)
OVER 5" GONG. BLOCK H/ (1) #5
BAR VERT. IN CONIC. FILLED CELL
A5 PER PLAN MIN LAP 30
DIAMETERS
- > ... I , ........
_ w IN' '� L l� T I -A
TRU55 COMPANY TO FOLLON THIS HALL SECTION TO
DESIGN THE OVERHANG CONDITION
NOTE:
ALL HALL AND CEII-IN6 FINISHES SHALL HAVE A
FLAME SPREAD CLASSIFICATION OF NOT GREATER
THEN 200 AS PER I'=BC, R 2014 5TH EDITION
NOTE:
INSULATION MATERIALS, INCLUDING FACIN65, 5UCH AS VAPOR
RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN
FLOOR-GEILIN6 A95EMBLIE5, ROOF-GEILIN6 ASSEMBLIES, WALL
A55EMBLIE5, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME
SPREAD INDEX NOT" TO EXCEED 200 WITH AN AGGOMPANYIN6
5MOKE-DEVELOPEp INDEX NOTTO EXCEED 450 *EN TESTED IN
AGGORDANCE INITT-I A577.1 E N..
NOTE:
EXF05ED ATTIC ''N5ULATION.. ALL EXPOSED INSULATION MATERIALS
INSTALLED ON A""TIG FLOORS SHALL HAVE A CRITICAL RADIANT
FLUX NOT LE55 THAN 0.12 WATT PER 50UARE CENTIMETER. EXF05M
FOAM PLASTIC, IRR)LATION MATERIALS EXP05ED ON THE
U"R51DE OF THE R001= DECK OR ON THE ATTIC WALLS SHALL
COMPLY WITH 5EC'T"ION R316 _
NOTE:
R'702.3.1 MATERIA-5. ALL GYPSUM BOARD MATERIALS AND
AGGESSORIE5 SHALL CONFORM TO ASTM C 3b, G 711, G 4-15,
G 514, G 650, G gE31 G qbO, C,P002, G 1041, G Ilii, C 11i5, G
12- 5, G 1515 OR G', I3gb AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF TH15 SECTION.
ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD
SHALL CONFORM 'TO ASTM G 551.
NOTE:
R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE
IN5TALLEO IN W,,ORDANGE N)TH ANSI A105.1, A105.4,
AI",05.5, AIObh, A106.11, AII5.1, A105, A136.1 AND A131.1.
R702.4.2 CEME'1�1T, FI!3ER-GIoMENT AND GLASS MAT
6°I'15UM BACKERS. GEMF_NT, FIBER -CEMENT OR GLASS
MAT GYPSUM BA(:KER-(: IN COMPLIANCE KITH ASTM G
1255, d:= 132E OR G Illb AND INSTALLED IN
ACCORDANCE`. HITH MANUFACTURERS'
RE, t 1MMENDATION5 SHALL BE USED AS BAGKER5 FOR
WALL TILE IN 'TUB AND SHOWER AREAS AND WALL
PANELS IN 51401NER AREAS.
USE FIBER VI-MENT TYPICAL INHERE FIBERGLASS
�— PREFAB UNITS ARE NOT INSTALLED.
V-O- T.O.B.B.
g'--O" GL6
IN6 METAL SEAM
i TYP.
T.O.B B.
AT &ARAGE
SMOOTH
TIOU5 BANDING -
01-0" F.F.E.
"ABV &RAVE
r 6'-4" N.A.V.D.
RIF
5b"X 62" R.O. 40"X 41W R.O. 40"X 52" R.O.
DP - 45.i3 DP - 45.73 DP - 645b
+ 44.65 + 44.65 + 45.Oq
V A T I C)N
SCALE: 1/4" = 1'-0"
THE DE!.516N PROFE55IONAL A55UMF-5 NO
LIABILITY FOR IMPROPER 5LOPE5, 6-ARADE5
OR MEA5UF:EMENT5. ALL FIOURE5 TO BE
VERIFE'll? E'Y A LICEN5ED GENERAL
CONTRACTOR, IN THE FIELD BEFORE
CON57FIUCTI ON.
designed
PAR
drawn
PAR
GheCkC,01
55/7-AR
date
4/15/16
s c a l e
114" = 11-0" (U.N.0)
j o b no. 15-0057 . BEN
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
�r
L
•
r�
fir♦
•
Q 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
W W W.QEASSOCIATES.COM
sheet
A-3
a ;
%== C1 A,AIG ,�e'1AICf9L!'1.A 'T/1 CQ/° °9/11 i1 d AG/C Y_I/1
MASONRY COLUMN 3" X 3" CLEAR r e v 1 5 I o n 5
MATCHI N& DOh1EL5 UNOBSTRUCTED SEE PLAN FOR BAR 51ZE AND n O , d a t e ' 46 BAR VIA. MIN. OPENING SPACING OF 5000 P51 &ROUT
GRADE W/5TD. HOOKS FILLED CELL. PROVIDE GLEANOUT
AT BOTTOM TO EN9URE PROPER
FILL. ADD WEEP HOLES AT 1/3
AND 2/3 OF SPAN HOOK REINF.
SEE PLAN FOR ACTUAL NO. +E TRANSVERSE � .
0 O 5 Ll BAR 12" AT TOP AND BOTTOM
DIMENSION OF RISERS AND TREADS. •:, � A� :•. 'e'..:.'' READ. SEE �I •
6.G. TO FIELD VERIFY ALL STEP 6.G. TO PROVIDE DOOR
DIMENSIONS BEFORE CONSTRUCTION LANDING RECESS AS NEEDED r �• ^• -- 5GHEDULE 1' UNITS W/ 1T16" ON MBAR 50NRY
SLOPE ON
13 NOSING I/8"R PAD REBAR
PLA TYPICAL F-- — EQ. EQ. SEE
BARS ALWAYS LE 1 I o
(2) LAYERS 0 bxb • 4 - = . - - e.. - _ - I . , •-� PLR TRU55E5
WI.4xNIA W.W. I� ^ SEE SGHED. _
I I=1
REMAIN. SPACE OTHERS 4" CONCRETE SLAB W/ 6x6 #10/10
I M11=111—III= 11-1 I I-1 11
z SEE PLAN �'� 1=ll=1 11=1 I IM I I- I I -I I �I 12" CW EQUALLY I, I m WELDED WIRE MESH ON GLEAN designed PAR
{jJI�I COMPACTED FILL
III-�
8„G� 111,�Ill1�� IJ�-11111 I 04BAR5 drawn
s, _I11—III F3 ISOLATED PAD 1 I PAR
• *4 BARS
=
1= 0 48" 0/6 1I.� 1 "o 0/G '8 54-II I/2 �
FOUNDATION chocked 55 /PAR
111-1 1=111= NOTE TO BUILDER/5000NTRAGT01;S: 10 ,o date 4/18/1b
0
_-III-I I I 1 I BUILDER SHALL COMPLY WITH FBG I I -I I I/2 O -3 13 -4 I/2 q -4 I/2 F VAPOR BARRIER
2#5 DIA REBAR — I =11' �� -I E° SECTION R404.I.1 FOR STEM WALL �pu
'N .2 1/4" = 1'-0" N.N.0)
CONSTRUCTION 2-10 3-O 3-0 3-11/2 `4lu
GONT. GONG. FOOTING • . 4 ��� -� 4,g" _ j o b n o . 15-0057 . BEN
SEE SCHEDULE L 1 I9 - NOTE TO BUILDER: � 2
ALL MA50NRY RETAINING WALLS S 1 O
F6 TYP. CONC. STAIR DETAIL SHALL BE 6ROUTED Oo121ELOV4 n
4 G4 3'°" , TYP. GROUT FILLED MASONRY CELL DETAIL
X-BRACE BETWEEN EVERY TRU55
W/ 2x4 SP d (2) Ibd END NAILS,
EA. END
TRU55 MNFR. TO
PROVIDE HEB AT
BEARING.
s� CONNECTION DETAIL
12" DP PRE- ENO
WD FLOOR TRU55E5
0 24" O.G.
30# FELT UNDER
ALL FLOOR TRUSSES
ru
w
LU
4" THK 5LA13
ON GRADE
3/4" FLOOR 5WATHIN6
WOOD
FLOOR
TRUSS
U51F HTA20 EA. TRUSS
W/ (10) IOd NAILS
TYPICAL
5EE PLAN
T.O. WALL
2x4 P.T. SILL 51-OGKIN6 w/ 0.145" 0
x3" L&. PA.F. 0 12" O/C
G.M.U. WALL
2X4 PT CONTIN. RIBBON
FASTENED TO MA50NRY W/(1/4" X
3-1/4" TAPGONS 0 12" O.G.
STA66ERED.
-SEE FT6 F6 FOR DETAILS AT
,POURED CONC STEPS
Q.C.TO PROVIDE DOOR REGE55
—S.NEEDED
PROVIDE A U5P HTAI2 EMBED
--57RAP a EACH i015T
Wl(8)IOd X 1-1/2" NAILS
�12"x8" MA50NRY BOND BEAM
W/245 CONTIN. TYP.
CONNECTION DETAIL
(I) ROW OF IOd NAILS at 6" o% INTO 2x6 PT
LEDGER x CONT. w/(2) ROWS OF 0.145" DIA.
P.A.Fs at Ib" o% (1-1/2" EMBED), STAG&.
U5P "HTA 20" EMBED STRAP at 4'-0" o% w/ (10)
IOd x 1-1/2" L6. INTO 2xbxb'-O" LONG 5P FLAT
BLOGKIN6
INSTALL IOd x 1-1/2" at 6" o%
INTO 2x6 FLAT BLK'6
12" DP PRE- EN6
WD FLOOR TRUSSES
0 24" O.G.
w
w
�H
4 THK SLAB
ON GRADE
2X4 PT CONTIN. RIBBON
FASTENED TO MASONRY W0/4" X
3-1/4" TAPCON5 0 12" O.G.
STA66ERED.
DOUBLE MA50NW BOND BEAM
REQUIRED PER SCHEDULE
12"x8" MASONRY BOND BEAM
W/ #5 CONTIN. TYP.
. ARA6E SLAB
SEE FLOOR PLAN FOR LOCATION
CONNECTION DETAIL
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
ING SCHEDULE
DETAIL
MA
51ZE ftD) REINFORGIN6 DE5CRIPTON
NO.
W/3 #5 CONTIN. (I TOP, 2 BOT)
EXTERIOR STEM WALL
F I
IV x 12" x CONTIN
W/#4 TRANSVERSE 5AR5 ® 48" O.G.
ONE 5TORY
Fl
W/3 #5 CONTIN. (I TOP, 2 BOT)
EXTERIOR STEM Kk -
F 2
IV x 12" x CONTIN
W/#4 TRAN5VER5E BARS ® 48" O.G.
ONE STORY
F2
W/3 #5 CONTIN. (I TOP, 2 BOT)
INTERIOR STEM WAL4
F3
1 -3
15" x 12" x CONTIN
W/#4 TRANSVERSE BARS ® 46" O.G.
W/3 #5 CONTIN. (I TOP, 2 BOT)
F-4
21" x 12" x CONTIN
WI#4 TRANSVERSE BARS 0 48�� O.G.
EXTERIOR STEM WAL -
F4
� #5 CONTIN. (I TOP, 2 BOT)
EXTERIOR STEM WAI I-
F-5W/#4
21" x 12" x CONTIN
TRANSVERSE BARS O 48" O.G.
ONE STORY
F5
VENTED ALUM DOORS. AS
NEEDED AROUND STEM
WALL
M BATH RM
#5 DIA REBAR 0 46"
O/C VERT.
TRANSVERSE
BAR5 ONLY A5
...., a .
e
READ. SEE
EQ. EQ. GONT.REBAR
SEE FOOTING SCHEDULE
I, SEE SGHED. EDGE BARS ALWAYS
REMAAN. SPACE OTHERS
EQUALLY
1� CONT. ISOLATED SPREAD
MASONRY WALL
MATCHING DOWEL5
48 BAR DIA. MIN.
W/STD. HOOK5
4" GONG_ SLAB
'L cu- L .fit CONT.REBAR
I�—�—� 5EE FOOTING SCHEDULE
6 SEE SGHED. I EDGE BARS ALWAYS
'� REMAAN SPACE OTHERS
EQUALLY
CONT. ISOLATED SPREAD
SO
BATH RM 2
PLUMBING RISER DIAGRAM
COLUMN SCHEDULE
MARK
51ZE TYPE
DESCRIPTION
8x8
GONG. BLK. W/1 FULLY &ROUTED CELL W/145 VERT. EA. CELL
C-1
BLOCK
0 &-O" O/C OR A5 LOCATED ON PLAN
8x16
GONG. BLK. W/2 FULLY &ROUTED CELLS W/145 VERT. EA. CELL
G 2
BLOCK
BxIZ
RINKER T32q OR EQUAL
C-3
BLOCK
FULLY GROUTED Wt245 VERT.
12x1b
G-4
BLOCK
CONC. BLK. W/2 FULLY GROUTED CELLS W/2-#5 VERT. EA. CELL
8x18
G 5
IRRE6. BLOCK
6-* VERT. Me TIES ® 8" O.G.
KITCHEN
SHVR
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
W
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project
Q-EA
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
W W W . QEASSOCIATES. COM
drawing
FOUNDATION
FRAMING PLAN &
DETAILS
sheet
S-1
'M== 01 AAIG /^kI9=^Wuf lr^ CQ/• - 01^IA ! AG/C -f_I^
11/32" ROOF PLYWOOD. NAIL
PER DIAPHRAGM SCHEDULE
INTEPKA P0100D SHEATHING
5g r H ARWA _L 5CHMULE
revisions
no. date
0
SEE TRU55 CONNECTOR SCHEDULE
SELECT CONNECTOR 5HOHN ON
BRACING PLANS INSTALL PER. MFR.
SPECIFICATIONS
SEE PLAN
T.O. WALL
GONG. TIE -BEAM OR BOND BEAM
b" CMU WALL
Iq/32" ROOF PLYWOOD Wl 10d NAIL5 0 4" 0/G
INTO 2x4 5P BLOCKING (FLATI^1I5E) x CONT.
ENO. AND APPROVED WOOD TRU55E5 5EE
TYP. WALL 5EGTION FOR ACTUAL NEEL
AND OVERHANG CONDITIONS
BEE TRUSS CONNECTOR SCHEDULE SELECT
CONNECTOR BASED ON BRACING PLANS IN5TALI
PER. MFR. SPECIFICATIONS
X-BRACE BETWEEN EVERY
TRU55 W/ 2x4 5P � (2) Ibd END
NAILS, EA. END
2x4 P.T. BLOCKING (TIGHT TO
EA. TRU55 SIDE) Wt 0.145" 0
PA.r 0" L6. ®4" 0/G x GONT.
(I) 160 NAIL _ SEE PLAN
• T.O. WALL.
GONG. TIE -BEAM
• OR MASONRY BOND BEAM
SEE BEAM SCHEDULE
0
�-- BLOCK OR MA50NRY
E COLUMN 5EE PLAN
2X P.T. FASTEN TO COLUMN W/ 1/2"
0 WEDGE ANGHOR5 ® 24" 0/0
VERT. 8 6" MAX. FROM EN05
EXTERIOR WALL SHEATHING
SEE 5HEARWALL 50HEDULE
FOR NAILING REQUIREMENTS.
HOLD 5HEANN6 AWAY FROM
MASONRY WALL 1/4" MIN.
BLOCK OR MASONRY
COLUMN 5EE PLAN
2X P.T. FASTEN TO COLUMN W/ 1/2" 0
HEDGE ANGHOR5 s 24" 0/0 VERT. 4
�6" MAX. FROM EN05
EXTERIOR WALL 51EATHIN57
SEE %EARWALL SCHEDULE
FOR NAILING REQUIREMENT5.
FASTEN TO END STUD W/ 16d NAILS AT
12" 0/6 VERT. 6 6" (MAX) FROM ENDS
3 NOTE: USE 3"x3"x1/4" 5TL. HASHER5, TYP., EA. ANCHOR
s2 CONNECTION DETAIL
SECTION
■
SEE UPLIFT VALUE ON BRACING PLAN
AND TRU55 CONNECTOR SCHEDULE
INSTALL PER MFR. SPECIFICATIONS
CRICKET BY BUILDER
CONT. 2X4 P.T. RIBBON H/ HILTI
DNI--12-P8 a b" O/C MAX NAIL
SHEATHING PER DIAPHRAGM
5GHEDULE
PRE-FAB ROOF TRU55
0 24" O/G
5/E3" HEDGE ANCHOF
0 12" 0/6 STA66ERI
EMBED 4" MIN.
(2)2xl2 P.T. HOOD
LEDGER
U5P THD26 YJ/ (16) IE
NAILS TO LEDGER #
(12) I0dxl/2" NAILS TO
TRU55
ALUM. POUR STOP
FILL ALL COURSES
DOHN TO LEDGER
VIEW
r_= GCA" ARID COLUMN
2R REINFORCING
L.
ONTO
N
1 4 v 2x WOOD 5T1v ® Ib" OOG (TYP,)
�j\ 2x SILL PLATE (BEYOND)
PLAN
EXT. PLYWOOP SHEATHING -
5EE 5HEARWALL 5CHECVLE
2x WOOD 57UD5 ® 16" 0/C (TYP)
2x SILL PLATE (BEYOND)
PLAN
CORNER DETAIL
4-I6d NAILS
0 EACH LAP . . • •
SPLICE
TOP PLATE LAP DETAIL
buff or i.;»
5 FRAMING DETAILS
S2 SCALE: 314" = 1 °-O"
ROOF SHEATHING
(SEE PLAN)
EDGE NAILING
ALONG BLK'G
x b'-O" LONG
2x6 BLOCKING
® 6'-0" O/C
FASTENED TO
TRU55 EA. END
H/ (5) Ibd
TOE NAILS
2x& BRACE
a 6'-0" 0/0
H/ (10) Ibd
NAILS, EA. END
T.O. WALL
SEE PLAN
2x6 P.T. BLOCKiNG a 6-0" 0/0
FASTEN EACH END TO TRUSS W/ 3-Ibd NAILS
U5P HGAM10 CLIP H/ (4) J" 0 x2" LONG TAPCONS/TITEN5 TO
BEAiv, ;E 14) 1/4"XI-1/2" SGREWS TO BLOGKIN,-
CON, -I. BEAM or
M.ASv N�" BOND 5E*1
(SEE P-AN I CAPACITY:
6 _ L=L�:l
S2 CONNECTION p T A
PRE-EN6. WOOD TRIIJ55E
5EF TYP. HALL SECTION
FOR AC?`iJAL HEEL AND
O.H. CONCiITION5
U5P' 9716A CLIP �U (9)
IOd x 1-1/2" NAILS TO
TRIJ55 # (8) IOd NAILS
TO GT
FRAME BEARING WALL
- PROVIDE (2) FULL
HEIGHT STUD BELOW
MULTI -PLY TRU55E5
U51`' RT16A CLIP W/ (4)
IOd x 1-1/2" NAILS TO
TRU55 4 (b) IOd NAILS
TO GT
STRAP DBL, TOP PLATE TO STUDS
W/ "U5P" 5PTH 4, 6, OR b U-5TRAP OVER
TOP PLATE AND DOWN EACH SIDE
VW/ (6) IOd NAILS (TYPICAL)
HOOD 5TUD5 ® 16" O/C (PER PLAN)
STRAP DBL. TOP PLATE TO 5TUD5
H/ "U5P" 5PTH 4, b, OR b U-STRAP OVER
TOP PLATE AND DOWN EACH 51DE
H/ (b) IOd NAILS (TYPCAL)
50LID BLOCKING ® 4'-0" 0/6
VERT. MAX.
STRAP DBL. PT BTM PLATE TO STUDS
Vr/ "U5P" 5PTH 4, 6, OR b U-STRAP OVER
BOTTOM PLATE AND UP EACH 51DE
VJ/ (6) IOd NAILS (TYPICAL)
5/8" VEDGE ANCHOR5 ® I b" O/C
AND 6" MAX. FROM OPENINGS
W/3"xd3"xI/4" STEEL HA5HER5
EMBED 4" MIN.
FLOOR LEVEL
1whr CONNECTION DETAIL
(2) 5/b" VIA,
500-5 THROUGH GIRDER
1/4" 5TL. PLATE SEAT
A57M A-36 WELDED
ASSEMBLY
(2) 5/3" DIA.
BOLTS THROUGH P057
(2) 3/4" VIA.
BOLT5 THROUGH P057'
rSCHEDULE
REINFORCING
#31OOP.5
TOP
MID
BTM
MARK
51.E
OR 5TIRRUP5
REMARK5
E3-1
bxib
2#5
-
2#5
#3 STIRRUPS a 7" O.G.
0-2
bx14
2#5
-
2#5
NOW REQ17.
TYPICAL MA50NRY TIE BEAM GONT
UNLE55 NOTED OTHERWI5E
35-1
bxlb
1#5
-
-
NONE REQ12.
(2) G011;z5E5 FILLED
CASTGRETE HIGH STRENGTH LINTEL.
L-1
6x16
1#5
-
05
NONE REQ7.
(2) COURSES FILLED
CA5TGRETE HIGH STRENGTH LINTEL
L-2
bxib
I#5
-
1#5
NONE REI22.
ALL COURSES FILLED
CASTCRETE HIGH STRENGTH LINTEL
L-3
bx26
1#5
-
1#5
NONE READ.
ALL COURSES FILLED
CA571CRETE HIGH STRENGTH LINTEL
L-4
bx26
1#5
-
145
NONE READ.
ALL GOUR5E5 FILLED
CA57CRM HIGH STRENGTH LINTEL
L-5
bx30
I#5
-
1#5
NONE READ.
ALL COUR5E5 FILLED
GASTGRETE h'16H STRENGTH LINTEL
bx76
1#5
-
1#5
NON: READ.
ALL COURSES FILLED
de5ign0d PAR
drav4n PAR
chocked 55/PAR
dater 4/0/I6
5 c a I e' 1/4" = P-O" (U.N.0)
Job n o . 15-0057 . BEN
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
Q-EA
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
W WW.QEASSOCIATES.COM
draw ing
ROOF`
FRAMING PLAN
sheet
S-2
'f7.ICGC 01 AN.IG'_ /flklr-' OU Tn tn/ - ')^]A d AG/°C "1_1^
rovi5ion5
no. date
a: ED6E STRIP DEFINED A5 THE LE55ER OF 10%
OF LEAST HORIZONTAL DIMEN51ON OF BUILDING
OR 40% OF HE16H7 H BUT NOT LE55 THAN 456 OF
LE1457 HORIZONTAL DIMEN51ON OF BUILDING AND
AT LEAST 3 FT.
ROOF ZONE PRESSURES: F- - - - - - - - - - - - - - -
ZONE 1= 42.6 PSF. I ° A
°
ZONE 2 4 3= 14.2 P5F. !
--�-----------
a
V °
NOTE: SEE DIAPHRAGM
50HEDULE FOR ROOF
ZONE NAILING
REQUIREMENTS.
■
I. BRACING SHOWN DOES NOT INCLUDE TEMPORARI' BRACING
REQUIRED FOR THE Er-FC710N AND iN57ALLATION OF TRUSSES
PRIOR TO THE IN57-Aj I A710N OF PERMANENT GRO55 BRAGIN5
AND WEB LATERAL Eat -ACING REQUIREMENTS. TEMPORARY
BRACING 15 THE RE5r. W5IBIL1TY' OF THE TRU55 INSTALLER
AND SMDULD REMAIN it i PLACE° A5 LONG A5 NECE55ARY FOR THE
SAFE AND AGGEPTA10 E IN5TALLATION OF THE ROOF OR FLOOR.
(REF: BC61 1-03).
2. PERMANENT kca LA`A( RAL BRACING I5 TO BE INSTALLED A5
5HOWN ON THE INDIVIDUAL TRUSS ORAWIN65 (WEB LATERAL
BRACING I5 NOT SHOWN ON THIS SHEET). PERMANENT AO
LATERAL BRAGIN6 15 TO BE RESTRAINED TO r xENT LATERAL
MOVEMENT BY SOUP ,ANCHORAGE TO END AALL , OR BY
PERMANENT D1A60NAL BR4C:IN6 (NOT 5HOWN) I N i"r-C- PLANE OF
THE IEB MEMBERAT ,N7ERVAL5 N07 70 EXCEED.20 a-E ALONG
CONTINUOU5 kEB BRA'-,!! : 5051 1-03).
3. PERMANENT DIA60NAi- BRAGIN6 A5 SHOWN ON TWO 3�+E"i D01=5
NOT INCLUDE BRACIW, REQUIFW FOR GABLE END 5M25 OF:
BOTTOM CHORD OF (,ABLE END AT WALL. RJR TO STANDARLi
CABLE END DETAIL t-oR BRAG, � REQUIREMENM
4. ALL TOP GHOR05 AT= r A55U' FLD 70 BE 51 IEATHE> ; AND ALL
BOTTOM CHORDS Bp -ACED BY' A R16117 CEILING 5Y5TEK REFFIR
TO INDIVIDUAL TRU55 ORMIN66 FOR BRACING R.FaIiREMENT5
OF NON -SHEATHED TOP CHORDS AND UN!0 POR7'FP BOTTOM
CHORDS.
5. REFER TO TPI / WGTA BC51 I,�3: COMMENTt4Ri° A11D
RECOMMENDATIONS 1-OR HANDLING, I N57ALL A70N AND BRACI N6
METAL PLATE COW-, TEO WOOD TRU55E5", APPENDIX C, FOR
RECOMMENDED SE2,tvNCE OF IN5TALLACS BRAGIN6 COMPONENT5.
6. THE 5TRUGTVRAL Arv,ZACY OF THE INDIVIDUAL TRU55 DE51'CN5
TO WITH5TAND CRAV7 tY AND WIND LOADIN675 A5 WELL AS
Fi1RDER CONNEG71of4 ° AND LOADS ARE THE RE5PON51BILITY OF
THE 77;455 DE5I6NEF ANCHORAGE OF THE TRU55E5 AND
6IRDER5 TO THE W ORT1N6 STRUCTURE TO WITH5TAND WIND
UPLIFT 15 THE RESPONSIBILITY OF THE PRO ECT ENGINEER OR
ARCHITECT.
7. THE BRAGIN6 FOR Tt it = ROOF 5Y57EM 15 DE515NIv'`? FOR BOTH
PO5171VE $ NECATIVL FRE55ARE AND MEE75 THE
REQUIREMENTS OF 2o14 FBG. 5TH EDITION
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (M)
PRODUCT
MARK
U5P
CONNECTOR
TRU55
GONG./TIE-BEAM
SINGLE
STRAP
DOUBLE
STRAP
51N6LE
STRAP
DOUBLE
STRAP
51NOLE
STRAP
DOUBLE
STRAP
APPROVAL
TG-I
HTA 12
(6) IOd x 1-1/2"
-
1600 #
3200 #
660 #
1320 #
540 #
1160 #
FL 17660
TG 2
HTA 20
00) IOd x 1--1/2"
-
1615 #
3230 #
660 #
1320 #
540 #
1160 #
FL 17660
TC-3
R716M
M) 10d x 1-1/2"
1 (4) 1/4" x 1-5/4" TAP.
15,15; #
271;0 #
460 #
11(20 #
630 #
1260 #
FL 1073g
TG-4
jH6AMlOKT
(4) 114"xl-1/2" W5
I(4) I/4" x 1-3/4" TAP.
415 #
1630 #
1075 #
2150 #
740#
1460 #
FL 176g9
1) ALLOWABLE LOADS ARE BASED ON U5P CATALOG 2015-2016 Ed. 2) BLDR MAY USE LONGER STRAP' OF SAME TYPE SPECIFIW. 3) USE 6ALVANIZ® NAILS A5 5FECiIf=IED
BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR
BUILDING PAPER BETIAM MASONRY WALL AND EACH TRUSS.
DIAPHRAGM SCHEDULE
DIAPHRAGM NAILING
DIAPHRAGM
ZONE 1
21 2
ZONE.5
PANEL
FRAMING
BOmmr-5
EDGE
INTER.
EDGE°
_
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARK5
ROOF
APA RATED 5HEATHIN6
EXPo5URE 1
SPAN RATING 40/20
A/WilMAX.
24" O/C
lod
411 O/C
lod
41 0/G
lod
61 o/C
lod
4 u Ole;
IOd
6 R O/C
lod
4 fl O/G
IOd
4 O/C
BLOCKED AS
SHOWN ON PLAN
SECOND
FLOOR
APA RATED 5NEATHIN6
5T O-I-FLOOR, OR EQ.
SPAN RATING 46/24
23/32"
24" O/C
MAX.
lod
6" O/C
lod
6" O/C
lod
10" O/C
GLUED AND BLOCKED
A5 5HOWN ON PLAN
EXT.
WALL
APA RATED 5HEATHIN6
EXP05URE 1, OR EQUAL
I 5PAN RATING 40/20
lg%32
I6° ®/G
MAX
IOd
4" 0/G
IOd
4" O/G
lod
6" 0/G
NAIL 5TUD5
A 4" O/G MAX. TYPICAL
BOCK FREE
I
ROOF BRAr-ING PLAN
•
■
PERfNIANEN". 2x4 DIAGONAL BRACE RESTRAINT IN THE
PLANE! OF THE NEAREST WEB MEMBER AT 20'-0"
INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE.
FASTEN TO TOP t BTM. CHORDS WITH 3-16d TOENAILS
AND TO LATERAL, BRACE WITH (3) IOd NAILS EACH
INTERSECTION. (REF: BC51 1-03).
HORIZONTAL BRI061N6 WITH A MINIMUM 2x6 5TRON65ACK
AT 6'-0" O!C. FASTEN TO EACH TRU55 WITH 3-I0d NAILS
AND ATTk;H TO 4ALL5 OR OTHER RI61D POINT AT EACH
END (REF: W51 1-05). PROVIDE OVERLAP OF AT LEAST
(3) 7R055M5 (FLOOR ONLY).
I PERMANENT 2x44xWNT. LATERAL. BRAGIN6 IN THE PLANE
OF T14E STfWC'iURAL BOTTOM CHORD OF THE TRU55E5 AT
I 6'-0" O/C. FASTEN WITH 2-I0d NAILS IN EACH TRU55.
PROVIDE OVERLAP OF AT LEAST (2) TRU55E5 (ROOF
ONLY).
ZONE'S I * 2
(SEE DIAPHRAGM SCHEDULE)
ZONE 3
(5EE DIAPHRAGM 5GHEDULE)
BRACIN('I DETAILS:
SHEATHING
COMPRE5510N WEB
5LOPIN6 OR VERTICAL
CONTINUOUS PERMANENT
LATERAL BRACING (G.L.B)
PERMANENT DIACONAL
BRACE NAILED TO OPP
510E OF WEB PREVENT5
LATERAL MOVEMENT AND
54OUL19 BE REPEATED
AT APPROX. 20 FOOT
INTERVALS
CEILING
P16URE 36: PERMANENT OIAC70NAL
BRACING !N THE PLANE OF THE WEB MEMBERS
FIGURE 57. PERMANENT BRACING IN THE
PL gkNE OF THE WEB5 FOR PITCHED TRU55E5
HORIZONTAL BRID61146 WITH A MINIMUM 2x6
5TIZON55ACK CONNECTION TO EACH TRU55 WITH
3-I0d NAILS AND ATTACHED TO WALL5 OR OTHER
RI61D POINT AT EACH END (REF: BC51 1-05).
PROVDE OVERLAP OF AT LEAST (3) TRUSSES
(FLOORS ONLY).
�. SEE PLAN
FIGURE 36: PERMANENT BRAGIN6 IN THE PLANE
OF THE 456 FOR PARALLEL CHORD TR165E5
LATERAL BRACE
PERMANENT WEB
DIAGONAL CRC55
BRACING
LATERAL BRACE
FIGURE ;54: PER:MANENT BRACING
IN THE P/ ANE OF THE WEB5
THE PE-51 GN PROFE55I ONAL A55UME5 NO
L I AB I L 11°Y FOR IMPROPER 5LOPE5, ORADE5
OR MEA5UREMENT5. ALL FIOURE5 TO BE
VERIFIED BY A LICENSED GENERAL
GONTR,hGTOR IN THE FIELD BEFORE
CON5TRUGTION.
de51191-1ed PAR
drawn PAR
CheCked 55RAR
date 4/I6/16
5 C a I e 1/4" = 1'-0" N.N.OJ
Job n o . 15-0057 . BEN
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
if
s •
0 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
W W W . QEASSOC IATES. COM
• •
BRACING
sheet
-3
-ru=C= 01 \AIG e^kIM=U *r^ M=bl - l)^IA a Are='f_1n
6.0. 5HALL COORDINATE W/OWNER ALL
6EREERATOR POWER REGUIREMENT5 4
5PEGIFIG PANEL CONFIGURATION FOR ADDING
A PORTABLE EMER6ENCY GENERATOR.
ELECTRICAL NOTES:
A. HEAT 57RIP LOAD 0OVERN6 OVER GONDENSOR UNIT LOAD-
B. GENERAL L16HTIN6 CALCULATED a 1,577 (W.FT) x 3
(WA7T5/SQ.FT) = 4,73V 14 (&EN176.CIR) = 337A2 (WATTS/EAI
C. CONDUIT 51ZE
D. 5EE 50-PANEL CALCULATIONS.
R. BRANCH CIRCUIT5 RUN IN ROMEX.
A.I.C. CALCULATIONS
(2 x 40 x 26,194)/(5000 x 240) = 1.75
1/1 + 1.75 = .56
.56 x 26,194 = 11525.09
A.I.G. OF 5ERVIGE = 9525.011
A.I.G. RATING OF PANEL = 10,000
NOTE.--------�
OMMISENERAL CONTRACTOR TO
COORDINATE FINAL HVAG LAYOUT WITH
TRU% COMPANY 4 BUILDING DEVON
BEFORE TRU55E5 ARE BUILT. IF THERE
ARE ANY BLOC, DE5CREPANCIE5 THE
OWNER/O.C. SHALL REPORT TO DE-516NER
OF RECORD ANY NECESSARY CHANOE5
TO BE MADE.
NOTE: — — — — — — — -
ALL ROOM5 MUST HAVE ARC FAULT
INTERRUPTION
L--------- J
rNOTE TO GENERAL CONTRACTOR:
ALL ELECTRICAL TO BE FIELD VERIFIED
BEFORE INSTALLATION
L----------�
200 -AMP PANEL 'A'
100%
GALL.
5RKR
WIRE
SIZE
DESCRIPTION
*
0
DESCRIPTION
SIZE
Y41RE
3RKR
GALC.
100%
10,000
.
A
042)
R
#6
AHU #1
1
3
2
4
CJAI
....
#6
....
R
....................
0-(2)
A
A
-
..........
5,000 ..........
50-(2)
R
#10
....
DRYER
...........
5
1
b
8
RANGE
#6
..
R
...................
0-(2)
12,00
-
-
-
2,7700
20-2
R
#12
....
DISHWASHER
...........
DISPOSAL
41
.
111
10
CART CHARGER
#12
R
20-(1)
1,500
I...................
12
WASHER
#12
R
20-(1)
1POO
-
-
1,500
20-(I)
R
#12
REFRI6.
151141
MICROWAVE
#12
R
20-(1)
1,500
-
-
1,500
20-(1)
R
#12
APPLIANCE
151
16
1 HP 6FI
#12
R
0-(1)
1,500
-
-
1,500
20-(1)
R
#12
APPLIANCE
Pi
1 18
I HP 6FI
#12
R
20-(I)
1,500
-
5
55*7
15-(I)
R
#14
BREAKFAST
la
PCI
KITCHEN LTG.
#14
R
15-(I)
55"7
5
5
551
15-(I)
R
#14
BREAKFAST
21
21
SMOKE DET.
#12
R
20-0U
400
-
5
5571
15-0U
R
#14
LIVING RM
23
21
M BATH
#14
R
15-0U
55-7
5
5
55-1
15-(1)
R
#14
LIVING RM
2526
BEDROOM
#14
R
15-(1)
55-1
5
5
55'1
15-0U
R
#14
HALL LITE5
21
28
BEDROOM
#14
R
15-0U
55-1
5
-
1500
20-0)
R
#12
I.G. / ALARM
241
BEDROOM
#14
R
15-(1)
551
5
5
551
15-(1)
R
#14
M BEDRM
51
3
FLD00S.
#14
R
15-(I)
5511
5
B
55'1
15-(I)
R
#14
M BEDRM
5
BEDROOM
#14
R
15-(I)
3511
5
-
-
-
-
-
SPACE
:517
5
E.W.H.
...........
#6
....
R
....................
0-(2)
12,00
-
-
-
-
-
-
SPACE
3
-
-
-
-
-
SPACE
5a
-
-
-
-
-
SPACE
41
4
10,00
Ibp5q
A.I.C. RATING 10,000
54�25q
-
TOTAL ALL PANELS 50,515
Ist 10,000 at 100% 10,000
REMAINDER AT 40% 16127.2
A/C LOAD AT 65% 6,500
TOTAL = 52,627.2 / 240 = 155.414 AMPS
TO 6A
PA`
ABN
DEC
GAF
1ST FLOOR ELECTRICAL PLAN
50ALE : 1/4" = 1'-0"
(I) 5E75 OF 0) *2/0 AW6. THWN
IN 1-1/2" CONDUIT
(I)SET OF (3) #2/0 AW6. THWN
IN 1-1/2" CONDUIT
I"E�
„A„
k2OOA
O
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104 CU. &NO. WIRE TO COLD WATER PIPE AND
1-5/8" 6DX 10' CU SUPPLEMENTAL &ROUND ROD
AND TO ONE REINFORCEIN6 BAR IN
THE FOUNDATION 20'-D" LONG MIN.
ELECTRICAL RISER DIAGRAM
ELECTRICAL SYMBOLS
5WITGH TELEV151ON JACK 5MOKE
51NGLE POLE 4 PREWIRED ® DETECTOR
�7 5WITGH ® 220 V. REGEPTIGAL E:I' 5WITGH
13 THREE WAY AT 12" A.F.F. DISCONNECT
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AT 60" A.FF
L10HT FIXTURE
5WITGH
®
TELEPHONE OUTLET
INCONDE5CENT LIGHT
DIMMER
AT 12 A.F.F.
FIXTURE GL6. MNTED.
5WITGH
TELEPHONE OUTLET
INGONDE5GENT LIGHT
KEYED
LJ
FLU5H IN FLOOR
FIXTURE WALL. MNTED
SECURITY
SPEAKER
HI HAT
KEYPAD
IN GLG.
GL6. MOUNTED
DUPLEX RECEPTICAL JUNCTION 5EGURITY V- HI HAT
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THE DE51ON PROFE55IONAL A55UME5 NO
LIABILITY FOR IMPROPER 5LOPE5, GRADES
OR MEASUREMENT5. ALL FIGURE5 TO BE
VERIFIED BY A LICENSED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON5TRUCTION.
revisions
no. date
designed
PAR
drawn
PAR
checked
35/PAR
date
4/18/16
s c a l e
1/4" = 1'-O" (VN.0)
Job n o . 15-0057 . BEN
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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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
W W W . QEASSOCIATES.COM
drawing
ELECTRICAL PLAN
sheet
T1== 01 AAIG /^kIr_ =U 'r^ CQ/ - 01^IA G AGr= "1_1^
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revisions
no.
date
1ST FLOOR MECHANICAL PLAN!
deSiened PAR
drawn PAR
checked 55/PAR
date 410116
scale 1/4° = P-O" (UN.0)
Job n o . 15-0057 . BEN
project
Q 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
W W W.QEASSOCIATES.COM
THE PROFE55IONAL A55UME5 NO
LIABILI'iY FOR IMPROPER 5LOPE5, 67RADE5
OR MEABUF EMENT5. ALL FIOURE5 TO BE
VERIFIED EIY A LIGEN5ED 5ENERAL
GONTRAGTOR', IN THE FIELD BEFORE
GON57'FoUCTION.
'YUJ=G= = AkIG :r^AI=^MU T'/1 CaP - 01^IA ! AGT='?_i/1
r. �� •s+d :l
re,vi5icn5
no.
ROW V-1
1ST FLOOR MECHANICAL PLAN
5CALE: 1/411 = 11-oll
d05iqn0d
FAR
drawn
PAR
checked
5-5/PAR
date,
417e116
scale
114n = P-O" (V.N.0)
P4
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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.QEASSOCIATES.COM
THE VEI516N PROFE55IONAL A55UME5 NO
LIABU'ry FoR impRoPER 5LoPE5, c-RAoEei,
OR MEA5UREMENTS. ALL FIOURE5 TO BE
VERIFIED EY A LICEN5ED OENERAL
CONTRACTOR IN THE FIELD BEFORE
OMMOTION.
-M-H--e-*= =I A,kir- 'r^ MC1.0" - I^IA & AC-fr- -1-1^
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17'5"6 8'8"7 1. 28'10"3
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Engineedrig
lz�L— A Associates Inc.
THE REVIEW AND APPROVAL OF THESE DRAWINGS
S STRICTLY FOR TRUSS SHOP DRAWINGS
COMPLIANCE W1111H ROOF PLAN GEOMERTY AND
DOES NOT RELIEVE THE. TRUSS FABRICATOR OF HIS
RESPONSIBILITYFOR CONFORMANCE WITH
THE ENGINEER""s TRUSEI LAYOUT. THE TRUSS
FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE
GENERAL CONTRACTOR IN WRITING OF ANY
DEVIATION FROM THE ENGINEER'S LAYOUT. THE
GENERAL CONTRACTOR IS RESPONSIBLE FOR
COORDINATING AND RIISOLVING ANY INCON-
SISTENCIES BETWEEN THE TRUSS SHOP
?DRAWINGS AND ANY OTHER APPLICABLE TRADE
INCLUDING ARCHITECTUAL, STRUCTURAL AND
MECHANICAL. ALL RESPONSIBILITIES SHALL
CONFORM WITFIi ANSI ri' TPI I WTCA 41 - 2002
APPROVED w
n TREVISEASNOTE' ;'RESUBMIT
k Y #. • ..
BEARING SCHEDULE
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HANGER SCHEDULE
HANGER QTY. I�nnc AI PI nna T UPLIFT
FIELD BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS
ABRICATOR, TRUSS DESIGNER NOR THE PLATE MANUFACTURER.
RUSS ERECTOR'S ARE CAUTIONED TO SEEK PROFESSIONAL ADVIC
EGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED, TO
REVENT TOPPLING AND DOMINOING DURING ERECTION &
ERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC
PPLICA11ONS. TRUSSES SHALL BE ERECTED AND FASTENED IN A
TRAIGHT AND PLUMB POSITION, TRUSSES SHALL BE HANDLED WI
EASONABLE CARE DURING ERECTION TO PREVENT EXCESSIVE
AMAGE OR PERSONAL INJURY. REFER TO BCSI 1-03 FOR INFO.
*TRUSS REACTIONS AND UPLIFT CALCS ARE PROVIDED FOR THE
IOB ENGINEER OF RECORD OR THE JOB ARCHITECT TO ACCURATE
'ROVIDE FOR CONNECTION OF THE ROOF TO THE SUPPORTING
iTRUCTURE. DESIGNERS OF SUPPORTING CONNECTIONS ARE SOLEL
IESPONSIBLE FOR THE INTEGRITY OF THEIR OWN PRODUCT
USSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER
YOUTS. APPROVAL OF THIS LAYOUT IS REQUIRED BEFORE ANY
m domm r
■ : 111w2d11101014a`11J:1MAIII
"WITH YOUR SIGNATURE YOUR ARE GIVING W. KOST INC. THE "{
TO BUILD THESE TRUSSES AS THEY ARE SHOWN ON THIS LAYOU
UNLESS OTHERWISE NOTED.
TRUSS DELIVERY
"WE MUST RECEIVE THIS TRUSS APPROVAL 2 WEEKS PRIOR TO
?EQUESTED DELIVERY WEEK. THIS IS AUTHORIZATION TO BUILD Al
SHIP TRUSSES THE WEEK SPECIFIED.
SHIP WEEK OF
FL. REG. ENGINEER
T. STILES PEET
PE#49200 - CA#27788
404 S.W. CAMDEN AVENUE
STUART, FL. 34994
PH.(772)223-9883 / FAX(772)223-9502
=--M —A& 57WA�S�Tlss
owl
4175 MARTIN HIGHWAY PALM CITY, FL. 34990
PHONE: 772-286-3700
/ FAX: 772-288-4234
JOB
INFORMATION
G TON
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BN 8
BENNETT RES,-
MY
LOT A10 VEN
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