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NOTE- TEMPERED
CsLASS m 5ATWPOOMS
,44REA CALCULATION 'F'
LIYING AREA A/C 2099 5Q. PT.
GARAGE 416 5Q. FT.
CO/ERED ENTRY (o9 5Q. ET,
COVERED PATIO 215 5Q, FT,
TOTAL AREA 2859 SQ. FT.
FLOOR PLAN
A-2 SCALE:1/4"=1'-0"
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY.WITH ALL APPLICABLE CODES,
iGLE Assodates,10.
Architects . Engineers " Environmental Consultants
AA 0002369 ^ EB 05483 'ASBESTOS ZA 0000034
1320 H. SEMIORAN BLVD.
SRTITE 203
ORLAIIM FLORIDA 32607
T'EgLpEg+p
PTI11 01 fg�Z AW7.656.�.I6T
p
PROJECT:
KINGS MILL
PGA VILLAGE
ST. LUCIE COUHTV� FLORIDA
CLIENT:
KOLTER SIOMATURE HOMES
2160 NW RESERVE PARK 'TRACE
PORT ST. LUlCIE2 FL OnIDA 34986
THESE PLANS HAVE SEEN REVIEWED OFFICEe 561.468„47"03
IN ACCORDANCE WITH THE FLORIDA F�xo ss�o��"�
C
BUILDING CODE, CONSULTANT:
Equipment.
Unit # �E�RIz� o� 76
Cond,Unit Modl12 �&6o—1
NH Unit Mod,1 3oivt -6,,
Heater Mod. e�2 9- /o
Total Co g `3TU'S. f , '00
5en6 e Cool'ir .36,000
l nt Cooling �3,1700
HVAG DUCT ► AYOUT FLAN
— y REVISIONS
NO� DATE DESCRIPTION BY
I 1 1 02/11/02 PLAN REVISION RNF
MIT 7
DRAWN BY: RNF JOB NO.: 01000-02377
CHECKED BY: QT DATE: 04/11/02
SCALE: 1/4" = 1'-0"
SHEET NAME
ORm'v.
PLAN
SHEET NUMBER
A 2
GENERAL NOTES
SITE PLAN NOTES
MASONRY
NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
I. THESE PLANS WERE PREPARED USING THE FLORIDA BUILDING CODE 2001 EDITION.
ITHE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL
I. CONCRETE UNI
5 TO BE ASTM G g0-gO. A5TM 6RADE5 NI OR NII. PROVIDE PRECAST
I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED
I. THE TRU55 LAYOUT SHOWN ON TH15 SHEET 15 SCHEMATIC IN NATURE. HOWEVER, THE
I. CONTRACTOR SHALL VERIFY WITH P.P,4L. THE LOCATION OF SERVICE AND SHALL
LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE O.C. OR
LINTEL5 A5 NEG
55ARY.TM = 1500 PSI)
FOR REIN5PEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED THE SIGN
SUPPORTING SUPERSTRUCTURE HAS BEEN DE516NED UNDER THE ASSUMPTION THAT THE
LOCATE METER 4 PANELS A5 REQUIRED.
2. TYPE OF CONSTRUCTION: CLASS VI, UNPROTECTED, CROUP IZ.3 OCCUPANCY PER
OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LCENGED
SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL.
FRAMING SCHEME 5HOWN WILL CLOSELY PARALLEL FINAL TRU55 DE516NER5 LAYOUT.
FLORIDA BUILDING CODE.
SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE
2. MORTAR
M PER A5TM G 210-q2.
2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, 5ET BACKS,
2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETCJ
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS
3. CONCRETE FI
(HVAC,EHW,WA5ER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G.
CAN BE MODIFIED ONLY AFTER OBTAINING PERMI5510N FROM THE PRIME
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
COUNTY AND ALL APPLICABLE AMENDMENTS.
OCCUR BETWEEN THE ARCHITECTURAL 51TE PLAN AND SURVEYORS LAYOUT THE GENERAL
MECHANICAL CODE.
PROFE55IONAL OF RECORD WHO MUST REVIEW PROPOSED GHANGE5 AND AUTHORIZE
COPPER OF EQUAL AMPACITY.
CONTRACTOR AND ARGHITEGT SHALL BE NOTIFIED IN ARMING PRIOR TO PERMITTING
A. GELL5 LINTEL
AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 P51
STRUCTURAL REVISIONS AGGOROINOLY.
4. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.
AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR
PEA GRAVEL CC
NCRETE.
3. PROVIDE Ix2 P.T. FIRESTOP HORIZONTAL 0 CEILING 4 WALL INTERSECTIONS OR 6-0"
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE.
RESOLVE5 THESE CONFLICTS.
O/C, VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.G. SECTION 105.
3. FINAL 51ONED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO TH15
5. BUILDER SHALL REVIEW ORAWIN65 IN THEIR ENTIRETY BEFORE STARTING WORK. THE
B. THE MIX DESIGN
SHALL BE APPROVED BY THE ENGINEER.
OFFICE OR REVIEW. TRU55 DESIGNERS MUST PROVIDE ALL TRU55 CONNECTIONS A5
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
BUILDER SHALL AGGEPT FULL RE5PON5ABILITY FOR ANY ERRORS OR OMI5510N5 NOT
FOUNDATION NOTES
=
4. PROVIDE SCREENED VEN75 0 FLOOR LEVEL IN GARAGE 60 SQUARE INCHES PER GAR
PART OF THE DESIGN.
CONSTRUCTION.
REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BAGKGHARGES WILL NOT BE
C. ALL CONCRET
SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE
MIN.
AGCEPTED, DO NOT SCALE DRAWIN65.
CONSISTENCY EHI
NLL BE AS FLUID A5 POSSIBLE FOR POURING WITHOUT SEGREGATION OF
4. TRU55 MANUFACTURER SHALL SUBMIT THREE (5) COPIES OF SHOP DRAWIN65 AND
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X 6" X WIAXWIA
THE rON5TITUEN1
PARTS.
5. ALL GLAZING WITHIN 24"(48" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE
ENGINEERING CALCULATIONS 515NEV AND SEALED BY A FLORIDA REGISTERED
5PEGIFIGATIONS.
b. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW.
N.A.M. ON b MIL VISQUEEN (OR EQUAL) ON GLEAN WELL GOMPAGTED FILL PRE TREATED
TEMPERED. ALL WINDOW5 OR GLA55 ENCL05URE5 AT OR WITHIN 36" OF TUBS AND
ENGINEER, OF THEIR ROOF TRU55 DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR
FOR TERMITES. HAM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB
0, T14E USE OF
MIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE
SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN
ARCHITECTS REVIEW PRIOR TO FABRICATION. REVIEW OF TRU55 SHOP ORAWIN65 I5 A
T. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
-T. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE
DEPTH AND MUST BE SUPPORTED AT 3'-0" O/G EACH WAY WITH APPROVED MATERIALS.
ENGINEER.
SIDELIGHTS, SLIDING GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED
COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRU55 MANUFACTURER OF
6. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY 5WITGHES AT A/C, EQUIP. AND AT
ENERGY REQUIREMENTS OF THE F.B.G. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR
HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE
SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD
2 ALL REINFORCING, STEEL TO BE GRADE 60.
4. REINFORCING:
b. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
ARCHITECTS SUPERSTRUCTURE. IF THERE 15 ANY CONFLICT OR ADDITIONAL STRUCTURE
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
IN ACCORDANCE WITH ALL PROVISIONS OF TH15 CODE WHICH MAY NOT BE
ESRE55 WINOOW5 SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN.
NEEDED, THE TRUSS COMPANY SHALL NOTIFY THE ARCHITECT IN WRITING OF THE
RECOMMENDATIONS.
SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES.
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING GEN7ERLINE5 UNLESS
VERTICAL:
NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS.
SPECIFIC AREAS OF CONCERN.
9. PROVIDE CFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS A5.
OTHERWISE NOTED.
THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH
SHOWN ON PLANS.
8. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR
A. A5TM A615-414
PER REINFORCING SECTION (GRAPE 60).
AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL
5. TRU55E5 TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
NON-57RUGTURAL MEMBERS DURING GON5TRUCTION.
4, FOOTING DE51ON BASED ON ASSUMED 501L BEARING CAPACITY OF 2500 P.5.F.,
SHALL BE NO LE-55 THAN 36" AFF. OR PROVIDE AN APPROVED SAFEGUARD.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR SOIL BEARING CAPACITY
B. WHEN A FOUNC
ATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT
TRU55 DRAWIN65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE
9. CABINET SUPPLIER TO PROVIDE SHOP DRAWIN65 TO THE BUILDER.
REPORT BY A FLORIDA REGISTERED ENGINEER.
BE SLOPED MORE
THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THOUGH IT 15
1, ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS,
COORDINATION BETTEEN THE TRUSS DESIGN AND AIR GONDITIONIN& DE51ON
SELECTED BY OWNER.
IN AN ADJACENT
CELL TO THE VERTICAL WALL REINFORCING,
REQUIREMENTS.
10. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER.
5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF
8. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED
II. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
GLEAN WELL 6RADEO SAND IN 12" LIFT5(MAX) AND VIBRATORY COMPACTED TO
G. VERTICAL REI
FORGING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INOH
A55EMBLIE5 IF ANY.
6. ARCHITECT ACGEPT5 NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND
II. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW
ACHIEVE A MINIMUM DE q5% MODIFIED PROCTOR A5TM D 1551.
FROM THE MA50
RY.
F007IN65 UNTIL REVIEW OF APPROVED TRUSS ORAWIN65, 516NED AND SEALED BY A
12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE A5 SHOWN ON PLANS.
UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13
q. IN AREAS OTHER THAN HVHZ FIXED 6LA55 THICKNESS SHALL BE DETERMINED USING
FLORIDA R-61STERED ENGINEER.
ENERGY EFFICIENCY SECTION. II. ALL CONSTRUCTION IN BROWARD AND DARE
6. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED,
D. VERTICAL REI
FORGING SHALL BE A5 LOCATED ON THE PLAN AND A5 INDICATED IN
TABLE 2405.3 4 .3A OF F.B.G. AS THE MINIMUM THICKNESS ALLOWED.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN b DUPLEX RECEPTACLES.
COUNTIES SHALL COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS
APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING
THE COLUMN SCHEOULE.
T. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, REGEPTICAL OUTLETS FOR COUNTER
OF THE F.B.C.
GROUND,
10, IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.G. SECTION 2413 UNLESS
BOTTOM EACH STUD.
E. VERTICAL REINFORCING
EACH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE
THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT
5PAGE5 SHALL BE 6FGI PROTECTED ACCORDING TO NEC 210-8(a).
CONCRETE NOTES
T. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED.
CONTINUOUS TO 1HE
TIE BEAM. PRECAST LINTEL5 SHALL HAVE OPENIN65 TO ALLOW
APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS
b. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
REINFORCING BARS
TO CONTINUE UNINTERRUPTED.
AS SET FORTH IN CHAPTER 16,
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410b.
1. CONCRETE SHALL CONFORM TO ASTM 014-14, SHALL HAVE A MAXIMUM WATER/CEMENT
a. SPLICES SHALL BE 4b BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND
CHANGES IN DIRECTION. CORNER BARS SHALL BE 4b BAR DIAMETERS EACH. WAY.
HORIZONTAL:
11. PICKETS AT STAIRS, LANDINC75 4 BALCONIES SHALL BE SPAGESEO TO PREVENT
CONSTRUCTION.
b. BEDROOM SMOKE DETECTORS SHALL BE CONNECTED TO NON SWITGHASLE CIRCUITS
RATIO OF AND SHALL HAVE COMPRESSIVE STRENGTH IN 28 DAYS (
PASSAGE OF A 4" DIAMETER SPHERE.
q. ALL WOOD IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRESSURE TREATED.
OF THE BEDROOM THEY SERVICE AND HAVE SELF CONTAINED BATTERY BACK-UP.
NOTED TE
CONCRETE
UNLE55 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI
q. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
A. HORIZONTAL REINFORCEMENT
SHALL BE PROVIDED AS 56HEDJLED IN THE BEAM
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
515-02 AND AGI 301-02. ALL CONCRETE MA50NRY WORK SHALL BE IN ACCORDANCE
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
SCHEDULE. 5. 6E
A.S.G.E. 5-gq/f.M..
RAL: A. STRUCTURAL DESIGN 15IN ACCORDANCE WITH A.C.1.530-qq/
402-O qq, BUILDING CODE REQUIREMENTS R MA50NRY STRUCTURES
12. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
11. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
WITH AGI 550-02.
RFOUE5TED BY THE BUILDING OFFIGAL.
AND THE COMMaITARY
ON BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES.
15. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN HOODS SHALL NOT
10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND
2. MINIMUM CONCRETE GONER OVER SHALL BE: ON VAPOR
FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN.
B. CONSTRUGTIO
SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-qq/A.S.G.E. 6-gq/T.M.S. 602-
VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK.
BRIDGING USED DURING ERECTION OF TRU55E5 TO PREVENT COLLAPSE OR DAMAGE.
16. PROVIDE ARC -FAULT CIRCUIT INTERRUP70R PROTECTION FOR ALL DWELLING UNIT
BEDROOM RECEPTACLE AND LIGHTING, OUTLETS PER 2002 NEC 210-12 (5).
S - 1 1/RGIO
CONCRETE
BARRIER - 3/4" BEAMS AND COLUMNS - I/2" FORMED CONCRETE BELOW GRADE4°
M XIMUMCONCHTE
MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED 0.55.
qq, SPECIFICATICN5
FOR MASONRY STRUCTURES AND THE COMMENTARY ON
14. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, JUMPERS
11. HEADERS FOR FRAMED OPENINGS GREATER THAN 6-0" MUST BE ENGINEERED AND
UNFORMED CONCRETE BELOW &RAPE-3"
BEAM SCHEDULE NOTES
SPECIFICATIONS
OR MA50NRY STRUCTURES.
OR TRANSFER GRILLES.
STAMPED BY THE TRU55 MANUFACTURER. (UNLE55 NOTED OTHERWISE)
A SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE.
3. REINFORCING STEEL: GRADE 60 (FY=bO.000) A5TM Abl5-14.
C. IN HVHZ AREA
5 THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE
15. A/G UNITS MAY HAVE GONG, PAD OR OTHER APPROVED MATERIAL EXTENDING, ASV.
12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2'5 UNLE55
PLUMBING NOTES
I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EEJ OF BEAM OR
BUILDING OFFIG
TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN
ADJOINING 6RADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. PADS
OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL
THROUGHOUT (TO.) BEAM A5 INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE
ACCORDANCE WITH
SECTION 2122.4 F.B.G.
SHALL of A MINIMUM 4'-0"A'-O" PAD FOR DOUBLE UNIT.
THICKNESS).
OF STANDARD PRACTICE FOR REINFORCED CONCRETE GON57RUGTION" AS PUBLISHED
5-6 AND HOOPS SHALL BE TYPE 7-2 TYPICAL CR51 BAR BENDS UNLESS OTHERWISE
I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405,
BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERN15E.
NOTED.
6. VERTICAL CEL
L5 FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
15. DIMEN51ONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL
F.B.G.
SUFFICIENT TOM
kINTAIN A CLEAR, UN055TRUGTED CONT. CELL.
PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBER
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY
2 ALL. BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED
USES. qO PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF IbOO
2. ALL PLUMBING FIXTURES SHALL MEET THE REWREMENT5 OF TABLE 604.3, F.B.C.
SUPPORT ALL LOADS DURING CONSTRUCTION.
T. GLEANOUT OPENINGS
SHALL BE PROVIDED AT THE BOTTOM OF GROUTED GELL5 AT
K51 OR BETTER AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
3, ALL TIE BEAMS (MARK "TB") REINFORGIN& SHALL BE CONTINUOUS THROUGH TIE-
EACH LIFT OVER
4'-0" HIGH. CLEANOUT5 SHALL BE SEALED AFTER GLEANING AND
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.G. PLUMBING CODE CHAPTER 11.
b. CONCRETE BEAM 51ZE5 MAY INCREASED (b" MAX) AS REQUIRED FOR ARCHITECTURAL
BEAM5 ONLY. ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS.
INSPECTION, AND
BEFORE GROUTING.
14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 6AU6E GEE
OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT
CHANNEL TYPE 5TUD5 AT 24" O/G WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2"
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS,
WINDOW AND DOOR BEAMS (28" MAX) AND AVE) 2-#5 BARS BOTTOM IF DROP EXCEEDS
4 BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS
STEEL NOTES
GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL
DETAILS
T ,
DOl EL5 COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER
FROM ADJACENT BEAMS. (UNO).
5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 4 DOOR HEADS (26 MAX,)
EL SHALL CONFORM TO THE AISG SPECIFICATION FOR THE DESIGN,
I r
5CREW5 AT 12" O/C MAX.
5. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. CEILINGS AND
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING.
I. STRUCTURAL 5
OF DOWELS AS VERTICAL BARS ABOVE.
#
ADD 2- 5 BOTTOM IF DROP EXCEEDS 8".
FABRICATION A
ERECTION OF STRUCTURAL STEEL FOR &11LDIN65" 198q EDITION.
��4iii
-•py
SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 5UBSTATE AT 4" 0/C AS FOLLOWS;
MECHANICAL NOTES
�
MATERIALS 5H
CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS:
� -
CONCRETE. 3/4" LONG STUB NAILS VU 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD
GEL SHALL BE LAPPED 48 BAR PIA. MIN. WHERE SPLICED AND SHALL
b. REINFORCING STEEL
BE REINED ING TE PROVIDE CORNER BARS SAME SIZE AND NUMBER A5 HOAR, BEAM
6. TIE BEAM 56HEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED b" TO FIT BLOCK
SHAPES, PLATES
-56 BOLTS - A 301-00 TUBULAR - A500-01a GRADE B (42 K5U
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-5/4" PENETRATION
I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
REINFORCING AT EACH FACE. LAP 4b BAR DIA. MIN.
WORK
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE
2. WELDED CONS
GTION SHALL CONFORM TO THE AMERIGAN WELDING, SOCIETY
WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS
MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
q. PLAON6 DFZANIN65 ON BAR LISTS SHALL CONFORM TO AGI'S "MANUAL OF STANDARD
7, ALL ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO
"STRUCTURAL AE1
DING CODE". ELECTRODE5 FOR FIELD AND SHOP WELD5 SHALL BE
SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE SENT
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
SUPPORT UNLESS OTHERWISE NOTED.
A.W.S. A5.1 ETO
OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LEG, VI6'
2. A 4" CLEARANCE I5 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS.
CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE.
a. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL
GROWN METAL MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES
SHALL NOT BE USED FOR SOFFITS OR GEILIN65
SPECIFICATIONS.
T I V �. SEEN REVIEWED
TuYe;. RL��NS
Ib. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF
q. ONE -QUARTER OF MAXIMUM 607T0M1 REINFORCING STEEL AREA OF EITHER ADJACENT
BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "A' TENSION LAP SPLICE
CIrC`
HE FLORID
-. } ;"¢I" WITH THE
I` ^ ^``
1125 1-1/2" LONG AND .120" DIAMETER U.N.O.
ON EITHER SIDE OF SUPPORT,
, �,,
11. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE F05T A5 FOLLOWS:
THESE PLANS
r'n
Btfll.Dlu OV uE"
WRAP 1005T ON ALL SIDES FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH (1)
AND ALL PROPOSED WOPK
10. MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT
��
LAYER OF 5/8 TYPE "X" GYPSUM WALL BOARD. TH15 WILL PROVIDE A ONE HOUR RATING
ARE SUBJECT TO ANY CORRECTIONS
REINORGIN6 SHALL BE CONTINUOUS THRU THESE TWO BEAMS.
FOR THE POST.
REQUIRED BY FIELD INSPECTORS THAT
18. TRU55 MANUFACTURER SHALL DESIGN TRU55E5 TO COMPLY WITH ALL SUPERIMPOSED
4MAYBE NECESSARY IN ORDER TO
WIND LOADS PER F.B.C. tool.
COMPLY WITH ALL APPLICABLE CODES:
PROPOSED SINGLE FAMILY RESIDENCE BY:
KOLTER SIGNATURE HOMES
LOAD SCHEDULE
CALCULATIONS
DRAWING INDEX
ABBREVIATIONS
ABV ABOVE EXT. EXTERIOR
M.G. MEDICINE CABINET 5M5 SHEET METAL SCREWS
FAIRVIEW
MODEL _
LOCATION LIVE DEAD PART' N TOTAL
A/G FLOOR SPACE
2pgq S.F.
6-1 COVER SHEET
M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS
ROOF 30 25 O `�
AFF ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDING CODE
M.T. METAL THRI540LD STL. STEEL
TOTAL U/A
2,Ogg S.F.
AHU AIR HANDLER UNIT F.R. FIRE RATED
MAX. MAXIMUM 5W SWITCH
"
"
COVERED ENTRY
'10 S.F.
A -I FOUNDATION PLAN
B.F. BE OLD FIR FRENCH DOOR
MFR. MANUFACTURER S.W.O.T. SHEARWALL OVERTURNING FORGE
M E D I T E R
RA N E A N
B.P. BI PASS FIN. FINISHED
MICRO MICROWAVE TEMP, TEMPERED
A-2 FLOOR PLAN
BLK. BLOCK FL. FLOOR
MIN. MINIMUM T.B. THROUGH BOLT
W� D..
COVERED PATIO
205 S.F.
ELK. BELOW 6.T. GIRDER TRUSS
BR6. BEARING GA. 6AU&E
M.O. MASONRY OPENING T.O. THROUGH OUT
MONO. MONOLITHIC T.O.B.B. TOP OF MASONRY BOND BEAM
LOT # 12 6
BASIC SPEED = 120 mph0 3 second gusts
6ARAGE
500 S.F.
A-3 ELEVATIONS
A-4 AND
BTM. BOTTOM 6ALV. GALVANIZED
CEILING 6FI GROUND FAULT INTERRUPT
MTL, METAL T.O.PL. TOP OF WOOD PLATE
IMPORTANCE FACTOR = 1.0
TOTAL FOOTAGE
2,8TT 5F.
SECTIONS
DETAILSGL6.
GMU GONGRETE MASONRY UNITS CL. 6LA55
O.H.D. OVER HEAD DOOR T.O.T.B. TOP OF TIE BEAM
A-5 FRAMING PLAN
COL. COLUMN GWB GYPSUM WALLBOARD
GYP. 50. GYPSUM WALLBOARD
0/0 ON CENTER TYP. TYPICAL
P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLE55 NOTED OTHERWISE
M A I D S T O N E @ P.G.A. VILLAGE
BUILDING CATAGORY = 11
BUILDING AS ENCLOSED
A-6 BRACING PLAN
GONG. CONCRETE
G5MT. GA5EMENT H6T. HEIGHT
P.5.F. POUNDS PER SQUARE FOOT ILL UNDERWRITER5 LABORATORIES
DESIGN
DEL. DOUBLE HP5. HOOP5
P.5.E. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD
EXPOSURE = 3
A-T ELECTRICAL PLAN
DIA. DIAMETER HR HOUR
P.T. PRE55URF TREATED W.A. WEDGE ANCHORS
0I5P. DISPOSAL HS HORIZONTAL SLIDING
PART'N. PARTITION W/ WITH
ROOF DEAD LOAD FOR WIND
DP DE516N PRE55URE HVHZ H16H VELOCITY HURRICANE ZONE
PKT. POCKET WG WATER CLOSET
DE51ON TAKEN AT 10 ps.f.
DR. DOOR INS. INSULATION
PLYWO PLYWOOD AD. WOOD
DW 015H WASHER INT. INTERIOR
R.O. ROUGH OPENING
NOTE: THIS STRUCTURE 15 DE516NED IN
E.E. EACH L. LONG
S.C. SOLID GORE
ST. LU C I E COUNTY FLORIDA
kGCORDANCE ITH CHAPTER ib of: THE FLORIDA
ELEG. ELECTRICAL LIN. LINEN
5.6.D, SLIDING GLASS DOOR
o
BUILDING CODE. DE516N PRE55URE5 FOR EXTERIOR
ELEV. ELEVATION LT. LIGHT
5F SQUARE FOOT
DOORS AND WINDOWS ARE NOTED ON THE
E.S. EACH SIDE L.T. LAUNDRY TUB
SH SINGLE HANG
ELEVATIONS. WINDOW AND DOOR MANUFACTURERS
SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY
THE APPROPRIATE FACTORS TO OBTAIN TEST
PRESSURES.
ELECTRICAL SYMBOLS LEGEND
G.V.
PLAN / ELEVATION SYMBOLS LEGEND
SWITCH CENTRAL VACUUM
�D RECEPTACLE
FAN
®
DIMMER
BOX
Q�220
II 2AT02 AREGFEPTAGLE
Y7K SWT� JBU�xTION
KE
® SDMETOC-GTOR
1
��FOUNDATION
SEE LD HEIGHT
PLAN L
AT 12" A.F.F.EPTAGLE
C,,)__�PETAIL
INTERIOR
B-# BEAM LABEL
'(///////////////////////////////////l///(� A5 NOTE
4 DWG. 2
ryfny DUPLEX RECEPTACLE SINGLE RECEPTACLE
TELEVISION JACK QQ PADDLE FAN
Q OO W/ OR NO/ LIGHT
/� EXHAUST
l7)
ELEVATION
IIB AT BASE DEDICATED
PREWIRED
FLOURE50ENT
FAN
9
111111111111111
POURED CONCRETE DROPPED SOFFIT
C� DUPLEX RECEPTACLE 51NOLE RECEPTACLE
III AT 8" ABV. COUNTER DEDICATED SWITCHED
QT HVAC
THERMOSTAT z LIGHT FIXTURE
EXHAUST FAN
F /LIGHT COMBO
# DETAIL
000# MAX. TRU55 CONNECTOR
COLUMN HEIGHT AS NOTED
LABEI'
ry�y RECEPTACLE
r �
nINTERCOM
LIGHT 5�R
owc. SCALE O DOOR LABEL
TG-O
FRAMENONI ARCHED OPENINGSEE
GROUND DEDICATED USN ERGOUNTER AT 6�0"O F.F. ��
IN CL65
CONSTRUCTION - PLAN ELEV.
DUPLEX RECEPTACLE Q
96FI GROUNDBFAULT INTERRUPT ARG FAULT (INTERRUPT
INCANDESCENT LIGHT
SKEYPAD FIXTURE GL6. MNTED.
RELEASE
# SECTION
REVISION
BEARING FRAME I HOUR FIRE RATED
c. SC
owALE O WINDOW LABEL
CONSTRUCTION WALL
DUPLEX RECEPTACLE Q DUPLEX RECEPTACLE
TOP REC. SWITCHED II TOP REG. 5WITGHED
DOOR INCANDESCENT LIGHT
CHIME FIXTURE WALL. MNTED.
o VOLUME
CONTROL
N
DUPLEX RECEPTACLE ARC FAULT INTERRUPT
HI HAT
PUSH
® GL6. MOUNTED
SWITCH
NORTH ARROW E: _ _ _ _
FRAME GONSTRUGTION ® 2 HOUR FIRE
ABOVE OR BELOW RATED WALL
WATERPROOF 5WITGH
BOTTON
DISCONNECT
# SECTION
GROUND FAULT INTERRUPT SINGLE POLE
owc. SCALE G#
HIHAT
COLUMN LABEL
U^ DUPLEX RECEPAIGLE 5WITGH
TELEPHONE OUTLET ® VAR PROOF
® PO
BREAKER
BREAK LINE
BEAM HEIGHT ® 4 HOUR FIRE
��uc UNDER COUNTER s THREE WAY
AT 12" AFF.®
PANEL
ELEV
CHANGE RATED WALL
QUADRUPLEX 7 5WITGH
I4 FOUR WAY
TELEPHONE OUTLET RECESSED
FLUSH IN FLOOR EYEBALL
n F.PAL. METER
u 4 0I51r
a 2- 4' e•
RECEPTACLE
MA50NRY CONSTRUCTION
n n SECURITY
INTERIOR ELEV. FOOTING LABELS
# �#
GRAPHIC SCALE 0'-0" FIN. FL. SLAB
FLOOR ELEVATION
TYPICAL
DUPLEX RECEPTACLE 5WITGH
�P,
DEDICATED
LIGHTS
LOW VOLTAGE
®
5GALE
SCALE :ve^=r-o^
FLUSH IN FLOOR RHI05TAT
® DATA LINE
TRANSFORMER
revisions
no. date
155UED FOR PERMIT A.L.Y 05 22 05
designed N/A
drawn 67.D.,A.L.Y,
checked 530
date 02/25/04
scale 1/4" = I'-0" (U.N.0)
Job no. 05-Ogb3.K5H
a
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Scott Blakeslee Disher
AR-0011586 AA-0003285
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SCOTT
BLAKESLEE
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Architecture
Planning
2400 High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassociates.com
drawing
COVER SHEET
sheet
C-1
of
revisions
no. date
(1) 155UED FOR PERMIT (A.L.Y.) 05/22/05
FOOTING SCHEDULE
DETAIL
MARK
SIZE (WxD)
REINFORCING
DESCRIPTION
NO.
W/3 *5 CONT. - I TOP d 2 BTM.
W51NOLE LAYER OF ME5H
EXTERIOR MONOLITHIC
F-I
b"xlb"xGONT.
® 37" MIN. FROM EDGE OF FOOTING
ONE STORY
PAD AT EXTERIOR
F-2
2'-6" x 2'-6" x 12"
W/3 x5 E.W. STM.
COLUMN
7
W/3 #5 CONT.
INTERIOR MONOLITHIC
F-3
b'kl2"xGONT.
I TOP 6 2 BTM
27
ISOLATED
F-4
3'-0" x 44" x 12"
X/4 #5 a 12" E.W. BTM.
PAD
7
PAD AT EXTERIOR
F-5
3'-O" x 3'-0" x 12"
W/4 #5 E.W. BTM
MONOLITHIC
Iq
W/3 #5 CONT. - I TOP d 2 BTM.
W/ SINGLE LAYER OF MESH
EXTERIOR MONOLITHIC
F-6
10"xl8"XCONT.
® 37" MIN. FROM EDGE OF FOOTING
AT 5HOWER RECE66
3
THICKENED EDGE
TE-I
10" x DROP x CONT
W/1#5 CONT.
AT DROP
34
THICKENED EDGE
TE-2
b" x b" x CONT.
W/I#5 CONT.
AT THICKENED EDGE
35
COLUMN SCHEDULE
MARK
51ZE TYPE
DESCRIPTION
0-1
bxb
BLOCK
GONG. SLK. W/1 FULLY GROUTED CELL W/145 VERT. EA. CELL
o bb" O/G MAX. OR A5 LOCATED ON PLAN5
C-2
bx16
BLOCK
GONG. BLOCK W/2 FULLY &ROUTED GELL5 W/145 VERT EA. CELL
C-3
I6" DIA.
BLOCK
GONG."O" BLK. FULLY &ROUTED W/445 VERT.
G-4
450IRREGULAR
BLOCK
RINKER TggO OR EQUAL
FULLY &ROUTED W/245 VERT.
2
IVTR
VTR
JIL
Jil
3EWEkN
PLUMBING RISER DIAGRAM
blf MATCHING DOWELS FOR
COLUMNS 46 BAR DIA.
MIN. W/5TD. HOOKS
WELDED WIRE MESH,
I
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SEE SCHEDULE
N
TOP BENT BARS A5
U
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-
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I
FOOTING SCHED.
FOOTING REBAR
5CHEO.
SEE FOOTING SGHED.
OMIT CENTER BAR
WHEN ONLY (2) REQD.
EXT. CONT.
MONOLITHIC
N
IT
v
MATGHIN6 DOWELS F
COLUMNS 48 BAR DU
MIN. W/STD. HOOKS
3
WELDED WIRE MESH,
J
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TOP BENT BARS AS
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WHERE OCCURS
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' - FOOTING REBAR
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OMIT CENTER BAR
3 WHEN ONLY (2) REQD.
EXT. CONT MONOLITHIC
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5EE FRAMING PLAN
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SEE FOOTING SGHED.
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27 INT, CONT. MONOLITHIC
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34 THICKENED EDGE #1
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35 THICKENED EDGE #2
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PT6. DETAIL
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES..
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE,
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designed wA
drawn G.T.D., A.L.Y.
checked 550
date 02/25/04
scale I/4" =1'-0" (U.N.0)
Job no. 05-0g83.K5H
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2400 High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassociates.com
drawing
FOUNDATION
N V
PLAN
q
THIS STRUCTURE H S BEE
OF
AND REVIEWED Foil COMPLIANCE LO
FBC 1606.1.4 FOR NE OF THE FOLLOWING:
INTERNAL WIND PRESSURE o sheet
WIND13ORNE DEBRIS PROTECTION (Int) A-1
SISTA CE GLAZING
of
TE-
AhiS
NO
FOR
Architecture
Planning
revisions
no. date
(1) 155UEO FOR PERMIT (A.L.Y) 05/22/05
M
FILL COLUMNS
AND LINTEL SOLID
W/ GROUT
HIGH 5TRENOTH PRECAST LINTEL
WiREINFORCING AS REOD.
SEE LINTEL MFR. SHOP DRAWIN65
COLUMNS BEYOND
5EE FOUNDATION PLAN
TYPICAL DETAIL
e LINTEL AT OPENING
16" PIA.
BLOCK
FINISHED GEILIN5 - SEE
TYP. WALL SECTION
CONT. 25 BAUBE METAL TRACKS
TOP 6 BOTTOM
"0" 51 FULLY GROUTED W/445 VERT.
25 6AU6E CHANNEL SHAPED STUDS
24" O/G WI FULL LENGTH LAYER OF
112"TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY t ATTACHED W/
1" LON5 BUGLE HEAD 5GREW5
To EACH 51DE 0 12" O/C
GONG. FLOOR SLAB
TYPICAL INTERIOR PARTITION
SCALE 314" = 110"
BLOCK OR MASONRY
COLUMN SEE PLAN
2X P.T. FASTEN TO COLUMN W/ 3"
LONG PINS a 12" O/C VERT. if 6"
MAX. FROM ENDS
BLOCK OR MASONRY
COLUMN SEE PLAN
2X P.T. FASTEN TO COLUMN W/ 3"
LONB PINS ® 12" O/C VERT. $ 6"
MAX FROM ENDS
FASTEN TO END STUD W/
16d NAIL5 AT 12' O/C VERT.
if 6" (MAX) FROM ENDS
FRAMING TO BLOCK DETAIL
;1
6 x6" PRECAST
LINTEL. SEE LINTEL
L._
SHOP DW55.
FILL COLUMNS
^I `
AND LINTEL SOLID
W/ GROUT
I .
Bxb" FILLED
GELLS W/ 1#5
VERT. (TYP)
TYPICAL
DETAIL
e2 LINTEL ON
COLUMN
BREAK AWAY SIDE OF
MA50NRY COLUMN FOR
CONTINUOUS POUR
IF : SEE BEAM SCHEDULE
1' FOR REINFORCEMENT
ro
� -
O-
ii
FILL COLUMNS 5CLI0 6x6" FILLED GELS
W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN
5CHEDULE FOR REINF.
CHANGE
*:4::)TYPICAL
IN BOND BEAM HEIGHT
IZfa
DOOR SCHEDULE
MARK
Style
DOOR
R.O.
D.P.
NOTES
WD
HGT
W
H
+
-
001
OVERHEAD
16'-0"
8'-0"
192"
96"
29.5
35.7
002
3INGLE EXTERIOR
3'-0"
8'-0"
56"
98"
32.4
35.4
Main egress -do not shutter w/ temp. Sidelite
003
SLIDING
TRIPLE EXTERIOR
12'-8"
8'-0"
155.5"
97.5"
30.1
36.9
004
SINGLE
3'-0"
8'-0"
-
-
-
-
Solid core w/ clsr.
005
SINGLE
2'-8"
8'-0"
-
-
-
-
006
SINGLE
2'-0"
8'-0"
-
-
-
-
007
SLIDING DOUBLE
1
8'-0"
-
-
-
-
008
SINGLE
2'-8"
8'-0"
-
-
-
009
SINGLE
2'-6"
8'-0"
-
-
-
-
010
SINGLE
2'-8"
8'-0"
-
-
-
Oil
DOUBLE
4'-0"
8'-0"
-
-
-
012
DOUBLE
4'-0"
8'-0"
-
-
-
-
013
SINGLE
2'-0"
2'-0"
8'-0"
8'-0"
-
-
-
-
-
-
-
-
014
SINGLE
015
DOUBLE
4'-0"
8'-0"
-
-
-
-
016
SINGLE
1'-6"
8'-0"
-
-
-
-
017
POCKET
1 2'-4"
8'-0"
-
-
-
-
_'zI 2
4'-2" 1. 2'-5"
s -,731
52'-O"
WINDOW SCHEDULE
MARK
TYPE
STYLE
SIZE
R.O.
D.P.
NOTES
W
H
W
H
+
-
001
34+5 SH
SINGLE HUNG
4'-6"
4'-9"
54"
75"
33.2
36.2
W/ arch gls. Abv. (Egress)
002
ARCHED
TRANSOM
4'-8"
1'-10"
56"
22"
35.3
38.2
003
ROUND
PICTURE
2'-6"
2'-6"
30"
48"
35.3
38.2
004
34+5 SH
SINGLE HUNG
4'-6"
4'-8"
54"
75"
33.2
43.0
W/ arch gls. Abv.
005
(2) 24 SH
SINGLE HUNG
T-2"
4'-4"
74.75"
82.5"
32.1
35.1
W/ arch gls. Abv.
006
-
SINGLE HUNG
T-2"
4'-4"
74.75"
82.5"
32.1
35.1
W/ arch gls. Abv.
007
VAULTED TRANSOM (CUSTOM)
TRANSOM
12'-2"
2'-9"
145.5"
33"
32.8
42.2
008
(2) 25 SH W/ F.G. CENTER
SINGLE HUNG
T-2"
5'-5"
122.75"
63"
31.6
34.6
Egress
009
-
PICTURE
4'-0"
5'-5"
122.75"
63"
31.6
34.6
010
-
SINGLE HUNG
T-2"
5'-5"
122.75"
63"
31.6
34.6
Egress
011
23 SH
SINGLE HUNG
3'-2"
3'-4"
38"
38"
35.3
47.2
012
23 SH
SINGLE HUNG
T-2"
3'-4"
38"
38"
35.3
38.2
013
1/2 34 SH
SINGLE HUNG
2'-4"
4'-4"
28"
49"
51"
35.3
38.2
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4'-8"
57"
34.3
37.3
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4'-8"
25"
57"
35.3
38.2
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4'-4"
38"
51"
35.3
38.2
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24'-O"
designed
N/A
drawn
G.T.D., A.L.Y.
checked
55D
date
02/25/04
scale
1/4" = 1'-0" (U.N.O.)
job no.
05-0983.KSH
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Scott Blakeslee Disher
AR-0011586 AA-0003285
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SCOTT
BLAKESLEE
DISHER
ASSOCIATES
Architecture
Planning
2400 High Ridge Road
suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassociates.com
drawing
FLOOR PLAN
sheet
A-2
of
.III-NII-III}
91 I
= 4
m
III 1 ��, I11
I11 I11
eMOULDING DETAIL
A3 5/4" = 1'-0"
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GONG. ROOF
TILE
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.16H7 TEXTURE 57UGG0
9N15H TYPICAL
0'-0" FIN. FL. SLAB
OPEN V4/5TU GO SILL —�
(FRO T ONLY)
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE.
O
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11-0"
10'-0" T.O.B.B.
0'-0" FIN. FL. 5LA13
LEFT SIDE ELEVATION
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
ENOZONE
HE
FRONT ELEVATION
11'-0" T.O.PL.
GONG. ROOF
TILE
1
A3
LIGHT TEXTURE 5TUGG0
FIN15H TYPICAL
revisions
no. date
(1) 155UFO FOR PERMIT (A.L.Y) 05/22/05
designed wA
drawn
G.T.D., A.L.Y.
checked
550
date
02/25/04
scale
1/4" = 1'-0" (U.N.O.)
job no.
05-0983.K5H
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AR-0011586 AA-0003285
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SCOTT
BLAKESLEE
DISHER
ASSOCIATES
Architecture
Planning
2400 High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassociates.com
drawing
ELEVATIONS
0'-O" FIN. FL. 5LA13
sheet
A-3M
of
AHU HANGING DETAIL
N.T.5.
ENGINEERED ROOF 7RU33
'OOF TRU55 MAN'F. OW6.
i
SUPPORT FOR All
ENS. TRU55E5 ABV.
EED W/ 112" GARRIA&F
XAGT LOCATION IN 6AR.
GONG. TIE BEAM
PROVIDE U5P TA24
W/ (12) 16d NAILS TO
TOP PLATE
PROVIDE U5P 5PT4 b
W/ (12) bd NAILS
(6 EACH 51DE)
1 ABV DRAIN PAN
PC
PC
51UGG0 FINISH Ix4 P.T. BUCK 5ET IN
PSEALANT AND NAILED
PERIMETER SEALANT
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GONG. OR MASONRY COIL NAIL5 AT 12" O/C.
x6 P.T. BUCK SET IN MAX.
SEALANT AND NAILED GONG. OR MASONRY
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ALUMINUM FRAME
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SCREWS ®2'-O" O/CPERIMETER 55ALANT
FIN15H
IAKAB/HEAD IJETAIL (S.G.D.) HEAD DETAIL (WINDOW) SILL DETAIL (WINDOW)
&LASS BLOCK SHALL BE INSTALLED WITH HOT DIPPED
6ALV. 5TL. REINF. IN HORZ. JOINT5 EXTENDING FROM
END TO END. MAX 5PAGIN5 16" C/G VERT.
REINF. SHALL CON5157 OF (2) PARALLEL, LONGITUDINAL
HOT DIPPED &ALV. STEEL WIRE5 (4) &A. OR WIRE5
AT 6" O.G. MAX.
U55 TYPE 5 MORTAR
&LA55 BLOCK 5HALL CONFORM TO 5.F.B.G. 2704.10
TYPICAL GLASS BLOCK DETAIL
N.T.S.
FRAME WALL/BLOCK CONNECTION
N.T.5.
CONC. ROOF TILE
OVER 90# FELT HOT MOPPED
ON"FELT TIN TA66W
TO 5/6" EXT. &RAPE
PLYWD. 5HEATHIN5
PRE -ENO. WOOD ROOF TRU555
a24" O/C TYPICAL
W/APPROVED 6ALV TRU55
ANCHORS EA. END
6ALV. MTL DRIP
ON IX2 P.T.—
Al SEE ELEV
CONT 2X6 FASCIA
METAL LATH $ STUCCO SOFFIT
W/7 X24" SCREENED VENTS
® 6'-0" 0/0 TYPICAL
(USE 2" CONT. VENT AT ALL
MOLDING LOCATIONS)
STUCCO FINISH
OVER 6" GONG. BLOCK
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OR EQUAL
O'-O" TO.5LAB
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5
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UNDERSIDE OF TRU555
O.H. FIRE STOP
Cow 6'xb' MASONRY BOND BEAM
W/0U#5 CONT. FILLED W/GONGRETE
Cow METAL POUR STOP
vv, DRYWALL
IX2 P.T. FURRING a 24" O/C
W/ IN501 SEE ENERGY GALL. - TYPICAL
V APPLIED WOOD BASE
FIN. FLOOR TO BE 0" MIN.
ABOVE GROWN OF ROAD MIN.
MONO. GONG. FOOTING
SEE FOUNDATION PLAN
FOR NOTES $ D AIL-5
04
=1=1 Il I -
PREGA5T
LINTEL
COVERED PATIO
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PANEL ANCHOR FRAMIN6
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6LA55 BLOCK
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PRECAST OR POURED
SILL W/ 1 #5 BAR
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OND) LIVING ROOM
PANEL ANCHOR FRAMING
ATTACH W/ 3/1b" x1-3/4"
TAPGON5 5GREW5 6 5" OR
FILL SPACE W/
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GONG. OR MA50NRY
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PRE ENGINEERED WD. TRUSS'S
< @ 24" O/C TYPICAL
LIGHT TEXTURE 5T0000
FIN15H TYPICAL
ROOM (eErowD)
GONG. OR MASONRY
2x6 P.T. BUCK SET IN
SEALANT FASTEN
W/ 114" PIA. x 3-114"
TAPGON5 3" FROM E.E.
'.000 0,�o AND b"O/G MAX.
0 O
DOOR TRIM
DOOR FRAME
FASTEN TO BUCK W/
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SCREWS a 2'-O" O/G
DOOR TRIM
PERIMETER GAULKIN6
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HEAD/JAMB DETAIL (DOOR)
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FLOOR COVERING
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0 ° .
O°
GROUT BED
CONCRETE 5LAB
SILL DETAIL (S.G.D.)
1.2
GONG. COLUMN
WEATHER 5TRIPPIN5 NOTE: PLEASE CONTACT
BY DOOR MANF. ENGINEER OR ARCHITECT
6ARAOE DOOR ANY COMBINATION OF P.T. 2x8'5, OF RECORD CONGERNIN6
6ALV. 57L. VERT. TRACK Ix65, AND/OR SOLID PLYY87. MASONRY 6AP5 OF 3" OR
BY MANF. FASTENED TO MATERIAL STACKED TO 3" MAX. MORE
TRACK BRACKETS W/ DEPTH - ATTATGH P.T. LUMBER
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BOLTS d LOCK NUTS TAPGONS (EMBEDDED I I/2' MIN. Ix6S UP TO WINDOW BUCK
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BRACKETS FASTENED 577JGG0 FINISH
TO WOOD JAMB W/ PERIMETER GAULKIN6—
3/16"xl-1/4" LAO 5CRE05 ALUMINUM FRAME
2x6 P.T. ATTACHED TO FASTEN TO BUCK PER
COLUMN W/ 112" A.B. MFR. SPEGIFIGATIONS
a 2'-O" O/C VERT.
(6" MAX. FROM END5) 10 P.T. BUCK FASTENED TO P.T. Z CONC. OR
JAMB DETAIL GARAGE DOOR HARENEDC COIL
MASONRY
( ) HARDENED COIL NAILS ®12" O/G.
OR 3/16" x 2-114" TAPCONS OR
DOOR THRESHOLD 5ET HILTI VN147P6 P.A.F. 6" FROM
IN BED OF CAULK t EACH END AND 16" O/C MAX.
PA575NEO TO SILL W/ GAULKIN6
#& x 1 112" SCREWS
0 0" O/C DRYWALL BOARD
PERIMETER SEALANT
L;FLOOR
GOVERIN6 REPAIR DTL. FOR
a o oQ MASONRY GAP OF OVER 1/4" TO 3" MAX.
° 0WINDOW JAMB/HDR.
CONC. FLOOR SLAB
PERIMETER SEALANT
57ZW FINISH
SILL DETAIL (DOOR)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
POND BEAM
PREGA5T
I LINTEL
COVERED
NOTE: WHERE THE ROUGH OPENING EXCEEDS 114" UP TO 314" MAX. BETWEEN THE BUCK
AND THE WINDOW, THE OPENING MAY BE REDUCED BY ATTAGHIN5 TO THE EXI5TIN6 BUCK
ONE CONTINUOUS PRESSURE TREATED STRIP SET IN CONSTRUCTION ADHESIVE. THE MIN.
EMBEDMENT AS SPECIFIED ON THE PRODUCT APPROVAL FOR THE XINOOX ATTACHMENT
WILL REMAIN THE 5AME (TAPCONIN6 THR006H THE WINDOW AND BUCK, THEN INTO THE
BLOCKY
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE,
t
10'-0" T.O.B.B.
1-110
— 0'-0" FIN. FL. SLAB
BUILDING SECTION A -A
revisions
no. di
(1) 15GUFO FOR PERMIT (AL.Y) 05/2
designed N/A
drawn
G.T.D., A.L.Y.
checked
550
date
02/25/04
scale
1/4" = 1'-0" (U.N.O.)
job no.
05-090.K5H
•
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Scott Blakeslee Dishei
AR-0011586 AA-0003285
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THE SE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT,
MAYBE NECESSARY IN ORDER TO,
COMPLY WITH ALL•APPLICABLE CODES."-
44'_0„
dDZONE 1
101-0" T.O.T.B.
— — _ _ _ _ _ _ _ _ —
RIGHT SIDE SIDE ELEVATION
SCOTT
BLAKESLEE
DISHER
ASSOCIATES
Architecture
Planning
2400 High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Pax 561.733.7900
sbdassociates.com
drawing
ELEVATIONS
sheet
A-4 M
TYPICAL WALL SECTION
SCALE 314" = 10"
of
revisions
no. date
(1) ISSUED FOR PERMIT (A.LY.) 05/22/05
EMS. AND APPROVED WOOD
TRUSSES SEE TYP. WALL 5ECTRION
112"
316"
FOR ACTUAL HEEL AND OVERHANG
CONDITIONS
5/b' ROOF PLYWOOD. NAIL
1/2' DRYWALL OVER
PER DIAPHRAGM SCHEDULE
TYPICAL FLRRIN5
SEE TRU55 CONNECTOR SCHEDULE
p
SELECT CONNECTOR SHOWN ON
ry .fG
BRACINS PLANS INSTALL PER MFR.
SPECIFICATIONS
_ SEE PLAN
EXTRA LAYER OF 112'
DRYWALL SURRONDIN6
FRAME ARCH
4'O"M
TYPICAL FLRRINS
APPLIED To SHEATHING
— CONT. MASONRY BOND BEAM
— CONT POUR STOP
14/32 PLYWOOD ARCH
— b' Gru WALL
SECTION
VIEW
CONNECTION DETAIL ® CONNECTION DETAIL
ROOF 5HEATHIN6 NAIL PER 5CHEDULE
CONT. FASCIA BOARD (SEE WALL SECTION)
NAIL TO LADDER w 16d o 6' O/C
(3) IbD TYP. 2x4 LADDER FOR O.H. a 12" O/C
16' MAX. CONT. 2x4 LADDER PLATE ANCHORED TO
BE TRUSS W/ I6d NAILS a b" 0/C MAX.
2X4 DIAGONAL BRACE RESTRAINT LOCATION
AS, 5HOWN ON PLAN
(2) IOd TYP.
EA. TRU55
WALL SHEATHINS NAIL PER 5C✓EI7 LZ
I
6ABLE B40 FASTEN TO SLEEPER W/ 16d NAILS
�r
a 4" O/C TYPICAL
REINFORCE VERTICAL hEh1HER5
OF GABLE END TRUSS W/2x4
CONT 294 SLEEPER FASTEN TO BEAM W/
T-BRACE AT EA.
HILTI )DNI 2-5/6' L6. a 6" 0/0
HAIL W/Ibd NAIL�`6 o
B
NG.'o'
FU
6ROU W4-
TA24R EMBEDDED STRAP W (4) I6d
PLAN
VIEW
NAILS O EA, TRU55 VER7 WEB (24" O/G)
AT T-HRAGE
CONT. CONC. OR MASONRY TIE BEAM SEE ilE
BEAM SCHEDULE
CONNECTION
DETAIL
2X4 LATERAL BRAGINroL-OCATIONASSWAN
�r
ON PLAN
TIE -BEAM SCHEDULE
51ZE
REINFORCING
#31{OOP5
OR 5TIRRUP5
REMARK5
TOP
MID
BTM
2x12
3#5
-
3#5
NONE READ•
rMARK
bXIRRE6.
2#5
2#5
2#5
STIRRUPS
a 12" O.G.TO.
FORMED AND POURED
RAKE BEAM (5EE DETAIL)
BB-1
bx16
M7
-
-
NONE READ.
TYPICAL MASONRY TIE BEAM CONT.
UNLE55 NOTED OTHER 15E
(2) GOUR5E5 FILLED
L-I
bxb
CA5TCRE7E H16H STRENGTH LINTEL
L-1
bxb
-
-
1#5
NONE READ.
CA57CRM 1116H 57REN57H L INTEL
FILLED
L-3
bx16
107
-
1#5
NONE REQD.
CA5TGRETE HIGH 5TREN67'H LINTEL
(2) COUIR5E5 FILLED
L-4
bx24
107
-
1#5
NONE READ.
GA5TCRETE HIGH 5TREN57H LINTEL
(3) GOUR5E5 FILLED
IL-5
bx42
1#7
-
1#5
#3 3TIRRUP5
a 12" O.G.
GA57GRETE H16H 5TREN6TH LINTEL
ALL COUR-SE5 FILLED
L-6
bx12
1#7
-
#5
NONE READ.
GA57'GRETE H16H 5TREN6TH �INTF1
ALL COUR5E5 FILLED
bx36
107
-
1#5
#3 5TIRRUPS
a 12" O.G.
CASTCRETE H611 5TRENSTtH rINTEL
ALL COURSES FILLED
r
FAI
o -
I � mI
w TYP.
EA.
EA.TRTRU55
(3) 160 TYR
EA. INTERSECTION
15 CONNECTION DETAIL
CONT. 2xb P.T. SUCK FASTENED TO LINTELS
W 1/4 x3" 16. TAPCON5 a 12' 0/C MAX
AND TO BLOCK OR CONC.
W/ HILTI DNI-62-Pb a b' 0/C MAX.
2X6 P.T. CROW BLOCK REQUIRED ONLY IF
TREE EDGE DIMENSION EXCEEDS 24'
SEE DIMENSION. NAIL TO SUCK AT EACH
END W/ (4) I6d NAILS.
14132 EXTERIOR 5HEATHIN6
W'PAPERSAGKED HI RIB METAL LATH
2X4 PT BLOCKS ALONG ARCH
NAIL TO PLYWD. EACH END
60) 10d x I-I/2' COIL NAILS
NAIL SILL PLATE THROV5H
TO CROSS, BLOCK W2-16d NAILS
AT EACH TRU55
FRAME KNEE WALL
2x4 STUDS a 24' 0/C
W/ 1".2' EXT 51EATHIN6
TOE NAIL M65 TO CAP 5/43" ROOF PLYWOOD W/
W3-16d NAILS 2x6 5P BLOCKING 6 IOd
N4I15 a 4' O/C
SECTION
CON
—i
11
ej
2x4
N�nE BEAM OR eonm BEAM SECTION
CONN
`— TYPICAL TRU55
2x4 CROW BLOCK a 24" O/C TYP.
TOE NAIL EA. END WO) 16d NAILS
10 CONNECTION DETAIL
ALLOWABLE LOAD 1080 #/7RU55 UPLIFT
PROVIDE 30# FELT BETWEEN RAKE
— BEAM AND PLYWOOD 5EAL ANY
VOIDS W/ FIRE CAULKING A5 NEEDED
(U LAYER OF 5/b" FIRE RATED
PLYWOOD 4'-O' WIDE EA. SIDE OF
\ CENTER OF WALL
\` ROOF 5HEATHIN6 NAIL PER SCHEDULE
IOd of 6" O/c INTO 2x4 PT X CONT W/
0.145" DIA. x 2-112" L6 P.A.F. at 12" O/G
CONT. b'xb" CONC. RAKED BEAM (IRS-1)
W/(2) #5 CONT MID.
FASTEN EACH GONT. LATERAL BRACE
TO 2X4 P.T. W/(3) Ibd NAl1_5
—EXTEND VERT, 5TEEL AND HOOK INTO BEAM
— CONT. 2X4 In jr FA5TEN TO WALL W/
1/4" x 3" L6. TAPCON5 a 12" O/C TYPICAL
2x4 DIA&ONI BRACE RE5TRAINT
LOCATION A5 SHOWN ON PLAN
2x4 LATERAL BRACING
LOCATION A5 SHOWN ON PLAN
11L��
L-3
5/b" ROOF PLYWOOD. NAIL
PER OIAPfRASM SCHEDULE
PRE ENO WOOD TRUSSES SEE
7YP. WALL SECTION FOR
ACTUAL NEEL AND O.H.
CONDITIONS
USP Rf16 CLIP W/(b)
bd x 1-112' NAILS EA MEMBER
2x4 VERT. a 2-0" O/G
NAIL TO TRU55 YY(3) 16d NAILS
14M EXT PII SHEATHIN5
NAIL PER DIAPHRAGM SGNEI
II II
I
FRE-ENO10. GIRDER VIEW
CON72x4 HORIZ NAIL TO VERT,
LEV. VIEW W 0) I6d NAILS.
2X4 BLOCKS ALONG ARCH
030# NAIL TO FLYWD. EACH END
M . UPLIFT = 1. = 641 WK3I/2
) IOd x I-• COIL NAILS
=2 IN
AX. = 6500
SECTION
4
E
TION DETAIL
CONNECTION DETAIL
2x4 VERT. a 2'-0" O/O
NAIL TO TRU55 WO) 16d NAIL5
(21 U5P HIM TENSION TYES FASTENED
TO MASONRY W (1) 7/6" WEDGE
K152 EXT. PLYWD. 5HEATHIMS
ANCHOR W/ 4' MIN. EMBED. t TO THE
NAIL PER DIAPHRAGM SCHEDULE
TRL55 W/ (46) IOd NAILS
F-H FIR
II II
�L-_--_J1_
BIKKET PER "
-----'----
OTHER DETAIL
veL
CONT 2x4 HORIZ. NAIL TO VERT.
e •••••••••
W(3) I6d NAILS
PRE-EN6. WOOD TRUSSES
SEE TYP. WALL SECTION
FOR ACTUAL HEEL AND
O.H. GODITION5
LISP HOPT2 OR HOPM
FASTEN TO WALL WNAILS
PER SCHEDULE AS, READ.
FRAME BEARING WALL
ELEV.
STRAP 051, TOP PLATE TO STUDS
WH "LEF" 5FTH 4, 6, OR 6 U-STRAP OVE
TOP PLATE AND DOWN EACH 510E
H/ (6) IOd NAILS (TYPICAL)
W/ WOOD 5TUD5 a 16' O/C (PER PLAN)
SOLID BLOGKINC a 4'-0" O/G
VERT. MAX.
STRAP PT BOTTOM PLATE TO SM75
W/ "U5P' SPTH 4, 6, OR 6 U-STRAP OVI
BOTTOM PLATE AND UP EACH SIDE
W/ (6) IOd NAILS (TYPICAL)
5/15' HEDGE ANCHORS a 24' O/G
AND 6" MAX. FROM OPENIN65
u
W6'0"A/4" STEEL HASHERS,
EMBED 4" MIN.
FLOOR SLAB
SECTION
ALLOWABLE UPLIFT LOADS
FA67ENERI
TOTAL FASTENERS
SIZE
2
4
b
b
10
12
W220
4401
6601
MO1
11001
1320
IOd
265
5;"1
600
Iepmi
13151
1500
PRE -ENS kcov
ALL SIDESYUBdNAILS a[b"a/c ROOFALL TRW SEE
4) CONNECTION DETAIL
3 SIDES FRAMING PLAN
MASONRY W4U.
LATERAL LOAD - 6,960#
ECTION DETAIL ® CONNECTION DETAIL
L-4
I I
I
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CONCEALED FASTENERS OR ATTACHMEATS
ARE THE RESPONSIBIIJIYY OF THE
WNTRACTOR OF RiCCRA
/
SEE LPLIFT VALLE ON BRAGIN6 PLAN
AND TRL65 CONNECTOR SCHEDULE
5/6' ROOF PLYWOOD W 2x6 SP
5LOCKIN6 S IOd NAILS a 4' O/C STRAP DII TOP PLATE TO 5TUD5
NAIL SILL PLATE THROLKH (� K46F '5PTH4,6 OR b" STRAP OVER
TO TRI155 W9-I6d NAILS TOP PLATE AND DOWN EACH SIDE
AT EACH TRL65 PV (4) IOd NAIL5 (TYPICAL)
FRAME WALL
2x4 STUDS
D5 a 0 24" O/G
WO/b' EAT SHEATHING GIRDER TRU55
"- FASTEN
TO STUDS AND HEADER
12 EACH SIDE
NAIL TRU55 TO GAP FF
W/3-Ibd NAILS U5P TAI6 TRL55 ANCHOR ASTEN
CONT.2X4 P.T. RIBBON MW-IOd NAILS iW(6)IOd NAILS TYPICAL designed WA
W/ HILTI DNI-62-P6 a 6' O/C MAX ONE STRAP EA 510E OF drawn G.T.D., AL.Y.
PROVIDB IOd NAILS at 4" o/c GIRDER
INTO RIBBON PRIOR To CRICKET'6 checked 55D
PRE -FM ROOF TRUSS W CONC. G^� COLUMN
a 24" 0/C "" °"G - date 02/25/04
HEADER OR 6.T.
SEE FRAMING PLAN scale 1/4" c 1'-0" (U.ND.)
5/6' SLEEVE ANCHORS b
_ a 12" O/G STAGGERED STRAP BOTTOM PLATE TO STUDS �OU n O. OS-0983.K5H
EMBED 2-1/2' MIN. •MAST PROVIDE 6° MIN. SPACING BETYEEN STRAPS WASP MPTH4b OR b" STRAP OVER _
• • ® CONNECTION DETAIL W(6DOd�TEA�UP� SIDE
LEVO2 P.T. WOOD
�pGER WEDGE ANCHORS a 0 O/G
SHEATHING
::•�ROOF NAIL PER ® AND AND 6" MAX. FROM OPENINING -
LISP THJ26 W/ (I6) I6d I'-O" I'-O" SCHEDULE W/3")ONI/4" STEEL WA5HER5
NAILS TO LEDGER t -. EMBED 4' MIN.
(12) IOdxl/2" NAILS TO 2x4 DIAGONAL BRACE
TF465 RESTRAINT LOCATION AS
SHOWN ON PLAN •,
ALUM. PaUR STOP
SECTION FILL ALL Ca RSE5 VIEW INTERIOR MONOLITHIC T
DOWN TO LEDGER FOOTING (SEE SGHED)
(3) 160 TYP.
TOE NAILS COW.. FAX y (MAX, UPLIFT 1500#)
WARD IS
® CONNECTION DETAIL KALL AU5ECECTIT7ON) V CONNECTION DETAIL
WS
(2) 100 TYP. NAIL TO CABLE
EA. TRUSS END W/Ibd a b
VERIFY W/ TRUSS 4' 0/6 A` "
MFR PRIOR TO PRE -ENS. k
�FAB,e. 1' Y87. GIRDER �SFEATHIN15 ,»T' Scott Blakeslee Disher
VERT BLOCK 2x4 LATERAL B.RACIN6 NAIL AR-0011566 AA—D007265
LSPVMH" TRU55 GIRDER
BY TRU55 MM LOCATION AS, SHOYA' !AV PLAN `� HAN�E'R W/ (2) 3/4' DIA. X.A. ..-I
(2) 5/b" PIA.
GABLE END FASTEN AT EA. INTO GONG. (4" MIN. EMBED) 4 `
TAW-Bp1T5 I6-I6d NAll5 INTO GIRDER
BEARIN5 POINT W/ TRL65
CONNECTOR PER SCHEDULE TRIES ° o
Q • 114'TH. WELDED
STEEL SEAT. ® CONNECTION DETAIL °
z
o .
PRE -ENO. WOOD °
57M COLUMN GIRDER TRU55 W
iEGTION BIDE VIEW SEESCHEDLE z
IBC I6 CONNECTION DETAIL
CONNECTION DETAIL UPLIFT CAPACITY =399O LBO.
L ILL
THESE PLANS HAVE BEEN REVIEWED I•W-
IN ACCORDANCE WITH THE FLORIDA p
BUILDING CODE, W
COPY
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•• • ASSOCIATES
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I IT-0" TA.BB. Architecture
- THESE PLANS AND ALL PROPOSED WORK Planning
ARE SUBJECT TO ANY CORRECTIONS
-' REQUIRED BY FIELD INSPECTORS THAT
�\ • • MAY BE NECESSARY IN ORDER TO'
24O0 High Ridge Road
- / �,, ' • COMPLY WITH ALL APPLICABLE CODES:. suite 100
a Boynton Beach, Florida 33426
• • Phone 561.733.8800
• Fax 561.733.7900
R'-0' TABS. sbdassociates.com
L-I 1 '-0' T.O
BB drawing
eA-
1 x ROOF
FRAMING
• PLAN
sheet
A-5
;m
1„
.I
of
BRACING NOTES:
1. BRACING 5H0WN DOES NOT INCLUDE TEMPORARY BRACING
REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES
PRIOR TO THE INSTALLATION OF PERMANENT CRO55 BRACING
AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY
SRACIN615 THE RESPONSIBILITY OF THE TRUSS INSTALLER
AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE
SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR
(REF: H1B-gl SUMMARY SHEET).
2. PERMANENT WEB LATERAL BRACING 15 TO BE INSTALLED A5
SHOWN ON THE INDIVIDUAL TRUSS ORAWINC75 (VEB LATERAL
BRACING 15 NOT SHOWN ON THIS SHEET). PERMANENTWeB
LATERAL BRACIN615 TO BE RESTRAINED TO PREVENT LATERAL
MOVEMENT SY 50LO ANCHORA6E TO END WALL$, OR BY
PERMANENT DIAGONAL BRACING MOT 5HOW1`U IN THE PLANE OF
THE NEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG
GONTINUOUSWEB BRACE. (REF: HIS-gl, SEC. 13.23.1).
3. PERMANENT DIAGONAL BRACING A5 SHOWN ON THIS SHMT DOES
NOT INCLUDE BRACING REQUIRED FOR &ABLE END 5TU75 OR
BOTTOM CHORD OF &ABLE END AT WALL. REFER TO STANDARD
&ABLE END DETAIL FOR BRACING REQUIREMENT5.
4. ALL TOP CHORDS ARE A55UMED TO BE SHEATHED, AND ALL
BOTTOM CHORD5 BRACED BY A RI61D GEILIN6 5115TEM. REFER
TO INDIVIDUAL TRUSS DRAWIN65 FOR BRACING REQUIREMENTS
OF NON-SHEAVW TOP CHORDS AND UN509FORTEO BOTTOM
CHORD'.
5. REFER TO "HIB-ql: COMMENTARY AND RECOMMENDATIONS FOR
HANOLIN6, IN57ALLATION AND BRACING METAL PLATE
CONNECTED WOOD TRU55E5,APPENDIX 6,FOR RECOMMENDED
SEQUENCE OF IN57ALLIN& BRACING COMPONENTS.
b. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRU55 OE51605
TO WITHSTAND GRAVITY AND WIND LOAOIN65 A5 WELL A5
GIRDER CONNECTIONS AND LOA125 ARE THE RESPONSIBILITY OF
THE TRUSS DESIGNER. ANCHORA6E OF THE TRUSSES AND
GIRDERS TO THE SUPPORTING STRUCTURE TO WITH57ANO WIND
UPLIFT 15 THE RESPON5011 ITY OF THE PRO.ECT EN61NEER OR
ARCHITECT.
$$
WTIVF NTEnTIVE"t�E5NtY'AYS'TFits"' SKr
REQUIREMENTS OF 2001 FBC.
BRACING LEGEND:
XPERMANENT 2x4 DIA60NAL BRACING IN THE PLANE OF
THE NEAREST WEB MEMBER CONNECTION WITH 2-I6d
NAILS IN EACH WEB IN AT LEAST 0) TRUSSES AT
APPROXIMATELY 45 DEGREE ANGLE. (REF: HIS4, FI6.
37, 36 4 3q).
HORIZONTAL BRID&IN& WITH A MINIMUM 2x6 STRON6BACK
CONNECTION TO EACH TRU55 WITH 3-I0d NAILS AND
ATTACHED TO WALLS OR OTHER R161D POINT AT EACH
END (REF: HIB-ql, SEC. 13.2.32). PROVIDE
OVERLAP OF AT LEAST 0) TR SSE5 (FLOORS ONLY).
PERMANENT 2x4 BRACING IN THE PLANE OF THE
5TRUCTURAL BOTTOM CHORD OF THE TRU55. CONNECT
WITH 2-I0d NAILS IN EACH TRUSS (ROOF ONLY).
ZONES 1 $ 2
(SEE DIAPHRAGM SCHEDULE)
ZONE 3
(SEE DIAPHRAGM SCHEDULE)
BRACING DETAILS:
SHEATHING
qCOMPRESSION WEB
LATERAL.
SLOPING OR VERTICAL
CONTINUOUS PERMANENTLATERAL BRAGIN& (C1E)
PERMANENT DIAGONALBRACE NAILED TO OPP.
51DE OF keB PREVENTS MOVEMENT AND
SHOULD BE REPEATED
AT APPROX 20 FOOT
INTERVALS
CEILING
PIOURE 36: PERMANENT DIA60NAL
BRACING IN THE PLANE OF THE kaB MEMBERS
PERMANENT CRO55
BRACING
FIGURE 37. PERMANENT BRACING IN THE
PLANE OF THE hESS FOR PITCHED TRUSSES
HORIZONTAL BRI1761N6 WITH A MINIMUM 2x6
5TRONWACK CONNECTION TO EACH TRU55 WITH
3-IOd NAILS AND ATTACHED TO WALLS OR OTHER
RI61D POINT AT EACH END (REF. HIB-ql, SEC.
13.2.32). PROVIDE OVERLAP OF AT LEAST (3)
TRUSSES (FLOORS ONLY).
SEE PLAN
FIGURE 36: PERMANENTBRACIN6 IN THE PLAN
OF THE hEBS FOR PARALLEL CHORD TRUSSES
PERMANENTNES
DIAGONAL CROSS
BRACING
GROUP OF WOOD
TRUSSES
(WEB MEMBERS)
LATERAL BRACE
FIGURE 3q: PERMANENT BRACING
IN THE PLAN OF THE WE65
TRU55 CONNECTOR SCHEDULE
MARK
31M15oN
CONNECTOR
FAST N
TRU55
P PER
CONC./TIE-SEAM
ALLOWABLE UPLIFT
SINGLE DOUBLE
STRAP STRAP
PARALLEL LOAD (FM)JNP.
SINGLE DOUBLE
STRAP STRAP
LOAD (FI)
DOUBLE
STRAP
TG-I
HETA 12
(7) IOd x I-I/2"
-
1265 #
335 #
-
-
TG-2
HETA 16
(q) 10d x 1-112"
-
16,50 #
-
335 #
-3
0 #
-
TG-3
HETA 20
00) IOd x 1-I/2"
16100
-
335 #
3
0 #
-
TC-4
(2) HETA 20
02) IOd x 1-1/2"
_
-
20350
-
1225 #
-
1520 #
TG-5
HMgKT
(4) 5D5 1/4" x 1-1/2"
(5) TITEN 1/4" x 2-I/4"
595 #
-
425 #
-
2
#
-
U ALLOxAa' E LOADS ARE BASED ON SIMP5ON LAiAL06 O-2004X USE
5FE01FIID BY MANLPAOTa;ZER. 4) TAPCONS 51jaW BE LOCATED AT 7W FARTM5T POINT FROM T'FE' TOP OF 7W BEAM.
a: E06E STRIP DEFINED A5 THE LESSER OF I0315
OF LEAST HORIZONTAL DIMENSION OF BUILDING
OF
LERAST HORIZONTAL DIMENSION OF BUILDDIN6 AND
AT LEAST 3 FT. l �- - - - - -
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NOTE: SEE DIAPHRA6M- i
SCHEDULE FOR ROOF /
ZONE NAILING
REQUIREMENTS.
ROOF ZONE DIAGRAM
412# MAX.
71
2214# MAX-
U°LIFT -
BLOCK ALL FREE PANEL EDCE5 WITHIN
4'-0" OF &ABLE EN05 AND NAIL PER -
ZONE 3. (SEE DIAPHRAGM SCHEDULE) • • - . -
2214# MAX -- . -
UPLIFT — — -
&20# MAX. UPLIFT
TG-1
1:0�.->.�.
#5 STIRRUPS 0
12" 0/6 T.D.
DIAPHRAGM SCHEDULE
LOCATION
PALL GRADE
PANEL
THICKNESS
FRAMING
SPACING
DIAPHRAGM NAILING
REMARKS
DIAPHRA6M
ZONE 1
ZONE 2
ZONE 3
INTER.
E26E
INTER.
EDGE
INTER,
ROOF
PALM
BEACH
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RATING 40i20
Iq/32"
24, O/C
MAX
710d
IOd
b' O/G
IOd
b" O/C
IOd
b" O/G
IOd
4" O/C
IOd
4" OX,
BLOCKED A5
SHOWN ON PLAN
EXT.
WALL
APA RATED SHEATHING
EXP05URE I, OR EQUAL
5PAN RATING 40/20
*32
16, O/C
MAX.
IOd
4" O/C
IOd
4" O/C
IOd
b" O/C
NAIL CORNER STUDS
AT 4" O/C MAX. TYPICAL
BLOCK FREE EPCE5
RAKE OONC. BEAM SEE
SCHEDULE- MATCH ROOF
PITCH
Y
k\: N
�.r }4
TOP, MIDDLE, 4 T. BARS W/ . °}
ll. -� 4& BAR VIA. MIN. LAP SPLICE \ al
,1 r 8x8 LINTEL
W. • I r VV 1- #5 COW.
VERT. COL. BAR EXTENDS AND LAP
TO TOP BARS OF RAKE BEAM W/
STANDARD LAP
COLUMN SEE 5GHEDULE__.-"
RAKE BEAM, PATIO
N.T.S.
CONT. I0 LATERAL BRACE AT
BOTTOM CHORD OF TRUSSES.
FASTEN TO EACH TRUSS
W/ (2) IOd NAIL5.
UPLIFT
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILP OF THE
CONTRACTOR OF RECORD
2x4 DIA6ONAL BRACE RESTRAINT,
APPROX. LOCATION INDICATED.
FASTEN TO TOP 4 BOTTOM CHORDS
W/ (3) Ibd TOE NAILS AND TO LATERAL
BRACE W/ (5) io4AKL5
EACH IN GTION.
SAN
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS .:
REQUIRED BY FIELD INSPECTORS THAT.
MAY BE NECESSARY IN ORDER TO!, I
COMPLY WITH ALL APPLICABLE CODESAl
q5b# MAX.
UPLIFT � 802# MAX.
r TC
vl II ?5q MAX.
412#
i50# MAX. UPLIFT 1210# MAX. UPLIFT E.E. L Sq4# MAX.
IFT L MAX.
TC-1 i TG-I
T6-1 TG-2 J
X ~
Q
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L
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TC-4
412# MAX.
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE,
revisions
no. date
(1) 155UED FOR PERMIT (AL.Y) 05/22/05
I
designed
N/A
drawn
6.TD.,AL.Y.
checked
550
date
02/25/04
scale
1/4" = I'-0" (U.NO)
job no.
05-OLWK514
O
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Scott Blakeslee Disher
AR-0011586
AA-0003285
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BLOCK ALL FREE PANEL EDGES WITHIN
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SCOTT
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ASSOCIATES
Architecture
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k
2400 High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassociates.com
drawing
ROOF
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PLAN
sheet
A-6
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J7
19'2" F�--� 7'
TOP OF WALL @ 10'-1" A,F
I
TOP ❑F WALL @ 17'-1" A,FJ
5/12 VAULTED CEILING
NOTE:
ALL TRUSS -TO -TRUSS HANGERS ARE HUS26 U,❑,S,
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO P
FILE COPY COMPLY WITH ALL APPLICABLE.CODES,�
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THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODER
8'7"
CONCEALED FASTENERS ORATTACSWjn
ARE THE RESpONSIBIUTyOF iliE
CONTRACTOR OF RECORD I;
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Scott Blakeslee Disher
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THE REVIEW AND APPROVAL OF THESE DRAWINGS
IS STRICTLY FOR TRUSS SHOP DRAWING
COMPLIANCE WITH ROOF PLAN GEOMERTY AND
5'1' DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS
RESPONSIBILITY FOR CONFORMANCE WITH
THE ARCHITECTS TRUSS LAYOUT. THE TRUSS
FABRICATOR IS RESPONSIBILE FOR NOTIFYING THE
GENERAL CQNTRACTOR IN WRITING OF ANY
DEVIATION FROM THE ARCHITECTS LAYOUT. THE
GENERAL CONTRACTOR IS RESPONSIBLE FOR
3' COORDINATING AND RESOLVING ANY INCON-
SISTENCIES BETWEEN THE TRUSS SHOP
DRAWINGS AND ANY OTHER APPLICABLE TRADE
INCLUDING ARCHITECTUAL AND MECHANICAL.
ALL RESPONSIBILITIES SHALL CONFORM WITH
ANSI / TPI / WTCA 4 - 2002
PROVED NO IXCEPTION$ TAKE
P
REVISE AS NOTED; RESUBMIT
REJECTED- COMMENTS AS
NOTED
10'7' S B646 m
Y: �
DATE
N❑TEI
THE ENGINEERED TRUSS DRAWINGS
HAVE PRIORITY OVER THE TRUSS LAY❑UT,
SEE DRAWINGS FOR GIRDER PLYS AND
REACTI❑NS.
MULTIPLE PLY TRUSSES MUST BE NAILED OR
BOLTED TOGETHER (PER ENO, TRUSS DWGS,)
BEFORE THEY ARE ERECTED,
TRUSS TO TRUSS CONNECTORS THAT
EXCEED THE STANDARD HANGER SPECS,
ARE THE RESPONSIBILITY OF THE BUILDER,
PH. (772) 286-3700 n
\ FAX (772) 288-4234
Roof and Floor Truss System
4175 Martin Highway uoo
Palm City, FL 34990
NOTES
TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT
PART OF THE BUILDING AND SHOW TRUSS LOCATIONS,
PROPER ERECTION, TEMPORARY AND PERMANENT BRACING
DESIGNS ARE NOT THE RESPONSIBILITY OF THE ROOF
TRUSS MANUFACTURER.
LATERAL BRACING SHOWN ON THE IN➢IVIDUAL TRUSS
DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE,
AUTHORIZATION AGREEMENT
TRUSSES CANNOT BE FABRICATED UNTIL THIS
AGREEMENT HAS BEEN SIGNED AND RETURNED
THE LEGAL ➢ESCRIPTION OF THE PROPERTY WHERE THE TRUSSES WILL BE INSTALLED IS,
11
THE UNDERSIGNED ACRRAVLEDGES AND AGREESi
L TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS LAYOUT, WHICH IS THE SOLE AUTHORITY FOR
DETERMINING SUCCESSFUL FABRICATION OF THE TRUSSES.
E. ALL DIMENSIONS IN THIS LAYOUT HAVE BEEN VERIFIED BY THE UNDERSIGNED
3. UNLESS WRITTEN NOTICE IS PROVIDED BY CERTIFIED MAIL TO V KOST, INC. WITHIN TEN (10) DAYS OF DATE
OF DELIVERY THE UNDERSIGNED AGREES THAT NO BACKCHARGES WILL BE ALLOWED. IN THE EVENT SUCH WRITTEN
NOTICE IS FURNISHED, W. KOST, INC, SHALL HAVE THREE (3) BUSINESS DAYS IN WHICH TO BEGIN REPAIRS REWIRED,
OR MAKE ARRANGEMENTS TO HAVE REPAIRS DONE OR TO SUBSTITUTE OTHER TRUSSES, AT W. KOST, INC. OPTION.
4 THE UNDERSIGNED ACKNOWLEDGES RECEIPT OF 'HIS-91' TRUSS PLATE INSTITUTE.
S. DELIVERY IS TO JOB SITE, IT IS THE BUYERS RESPONSIBLITY TO MAKE THE JOB SITE SUITABLE FOR DELIVERY
V. ID),T' INC. HAS THE SOLE AUTHORITY TO DETERMINE THE SUITABILITY OF THE JOB SITE OR A PORTION OF THE
JOB SITE FOR DELIVERY. W. KOST. INC. WILL BE RESPONSIBLE FOR DUMP DELIVERY ONLY. THE BUYER IS RESPONSIBLE
FOR ANY ADDITIONAL DELIVERY EXPENSES IF W. KOST, INC. HAS TO IRE➢ELIVER BECAUSE JOB SITE IS NOT PREPARED
FOR DELIVERY OF TWSSES. BUYER WILL ALSO BE RESPONSIBLE FOR ANY TOWING CHARGES DUE TO SITE CONDITIONS.
G PRICE AS SHOWN IN PARAGRAPH ) IS SUBJECT TO CHANGE IF ANY CHANGES ARE MADE TO THIS LAYOUT.
T. THIS IS A PURCHASE ORDER TO V, KOST, INC. OF THE SUM OF f WHICH INCLUDES SALES TAX.
INV910E WILL BE MAX ON SELIVERY AND WILL BE PAID WITHIN TERMS AS REWIRED BY V. KOST, INC. MANAGEMENT.
INVOICE MAY BE MADE AT SCHEDULED DATE OF DELIVERY IF BOYER CANNOT ACCEPT DELIVERY OF FABRICATED
TRUSSES, THE UNDERSIGNED AGREES TO PAY W. MOST, INC. REASONABLE ATTORNEY'S FEE FOR COLLECTIONS. IN
THE EVENT PAYMENT IS NOT RECEIVED WITHIN TERMS, I VBK PER'MONTH SERVICE CHARGE WILL BE ADDED TO ALL
OUTSTANDING BALANCES.
B. SIGNITURE OR INITIALS ANYWHERE ON THIS SHEET CONSTITUTES AGREEMENT TO ALL ITEMS HEREIN.
9. IN THE EVENT OF ANY LITIGATION CONCERNING THIS AGREEMENT, THE ITEMS FURNISHED HEREUNDER OR
PAYMENTS REFERRED TO HEREIN, THE PARTIES AGREE THAT THE SOLE VENUE FOR ANY SUCH ACTION WILL BE
MARTIN COUNTY, FLORIDA.
DATE , 19
TITLE,
D❑ NOT CUT OR ALTER THESE
TRUSSES IN ANY WAY WITH❑UT
FIRST C❑NSULTING A W, KOST
REPRESENTATIVE
ROOF DESIGN LOADS
(PSF)
TOP CHORD LIVE
20
TOP CHORD DEAD
15
B❑T. CHORD LIVE
10
B❑T, CHORD DEAD
10
TOTAL DESIGN LOAD
55
STRESS INCREASE
1.33
WIND L❑AD
120 MPH
ASCE
7-98
CATEGORY
"B"
STATUS
CLOSED
2XG HEEL
F—
`�8' BLOCK
1' 4" BEARING WALL
-PLUMB CUT IH
TYPICAL END DETAIL
SCALE: 3/4'=1'0'
TRUSS PLACEMENT PLAN F❑R
"FAIRVIEW" MERIT,
DUTY RESIDENCE
LOT: 126, MAI;i)STINE
ST LUCIE WEST, FLORIDA 34986
C FAIRVIEW MEDITERRANEAN 5/12 PITCH ) (GARAGE RIGHT)
PLAN SCALE1 1/4'=1'0' J❑B# 35556
"m'
4
4
a
sk
(1) SETS OF 0) *210 AW5. THNAI
IN 1-112" CONDUIT
(05ET OF (5) *210 AN6. THNN
IN 1-112" CONDUIT
METER PANEL
A"
DI5C
200A
O
PANEL
200 A
2
200A
I #4 CU. 6ND. HIRE TO COLD HATER PIPE AND
1-516" 6DX 1O' CU SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEINB BAR IN
THE FOUNDATION 20'-0" LONG MIN.
ELECTRICAL RISER DIAGRAM
5 HH ---
— — — q
w
------------ —I
I
I
I
I
r;
GF
"X
ROOM
I
I
I
3� I
°a---------------�
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSOR UNIT LOAD.
8. 6ENERAL L1614TIN6 CALCULATED a 206q (SO.FT) x 3
(KATT5/50.FT) = b�261 / II (6EN.LT6.GIR) = 510 (KATTS/EA)
G. A/C, CONTRACTOR SHALL 51ZE A/G UNIT5. A/C
UNITS SHOWN ARE FOR ELEC. GALG'S. ONLY.
0NI1��111]..�I
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE
REF
I— — — — — — — — — —
DIp s,
I
I � I
I I
I I
I I
I I
L— — — — — — — — — — — I
200 AMP ELEC. PANEL "A" 10,000 AIC RATED
GIRL.
DESCRIPTION
POLE
BKR
WIRE
KVA.
100%
100%
KVA.
WIRE
BKR
POLE
I DESCRIPTION
GIRL.
I
AHU HEAT STRIP #1
_ 2_
60
_ b_
_O _
_10.0
O
O
b
40
2
COMPRESSOR #1
2
3
4
5
RANGE
---------------
_ 2_
50
6
12.0
O
O _
t ------
5_0
10
I ---
30
r---
2
---r
DRYER
--------------
&
If
b
q_
WATER HEATER
-----------
_ 2_
---
25
--
10
---
4.5
O
O
1.5
12
20
1
WASHER_ _ _ _ _ _ _
10
_ II_
O
--
1.2
---
12
---
20
--
1
---
DISHWASHER
-----------
_ 12
15
MICRO WAVE
_ 1_
20
_ 12
_1.5
O
O
OS
12
20
1
BATH 6FI RECEPT.
_ 14
15
REFRI6ERATOR
_ 1_
20
12
12
O
O
IS
12
20
SMALL APPLIANCE
16
1-1
KITCHEN LI6HTIN6
1
15
14
0.51
O
O
15
12
20
1
SMALL APPLIANCE
16
Iq
5ARBA&E DI5PO5AL
1
20
12
1.0
O
O
0.4
12
20
1
O.H. DOOR OPENER
2p
21
6ENERAL LI6HTIN6
I
15
14
0.67
O
O
057
14
15
1
6ENERAL LIOHTIN5
22
25
6ENERAL LI6HTIN6
I
15
14
057
O
O
057
14
15
I
GENERAL LIGHTING
24
25
6ENERAL LI&HTIN5
I
15
_ 14
057
O
O
057
_14
15
I
GENERAL L15HTIN5
26
2-1
GENERAL LI&HTIN6
1
15
14
057
O
O
051
11
14
15
1
GENERAL LIOH7IN6
26
2q
6ENERAL LI6HTIN6
_ 1 _
15
14
057
O
0
057
14
15
1
CEILING FANS
50
-31-
---
32
33
-----------
34
35
-----------
36
-�7-
-----------
---
--
-
--
---
-------
-3b
39
_
O
O
O
O
1
SPACE
_40
_41_
_
O
O
O
1
SPACE _______
42
SUB TOTAL
125.621
10.0
O
14.45
SUB TOTAL
TOTAL (NO A/G) 58.07
15t 10,000 at 100% = 10.00
REMAINDER AT 40% = 11.25
A/C LOAD AT 65% = 6.5
TOT L = 2 x 1000 / 240 = 115.54 AMP5 THI5 1DANEL
A/C COMP. #1
ALL BEDROOMS OUTLETS ARE REQUIRED_ aW DISC.
TO BEAFCI PROTECTED (2002) NESPOP
VOL
P, ... �...,,1"4 II �,,,�" I A!
V.T.O. PROVIDED ELECTRIC SMOKE
DETECTORS WLW,BATTERY
BACK - UP IN A LEEPING — — _ _
AREAS AND STA NDINGS
WIRED SO THAT T E ACTIVATION
OF ANY DETECTO ILL ACTIVATE ALL.
N
GF
ELECT. METER
W D15C. HB
ELECT.
PANEL
r
revisions
no. date
(1) ISSUED FOR PERMIT (A.L.Y.) 05/22/05
designed wA
drawn G.T.D., A.L.Y.
checked 551)
date 02/25/04
scale 1/4" = 1'-0" (U.N.O.)
job no. 05-Ogb3.KSH
Z
Scott Blakeslee Disher
AR-0011586 AA-0003285
Z
W
T PLANS AND ALL PROPOSED WORK
SUBJECT TO ANY CORRECTIONS
IRED BY FIELD INSPECTORS THAT
rOY BE NECESSARY IN ORDER TO
9 LY WITH ALL APPLICABLE CODES.
W
1 U)
J co (� Q
W C-4 0
�j0 Lu
Q LLJ
LLI Q
z
W LLU 0 W> LLI LLl
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project
SCOTT
BLAKESLEE
DISHER-
SL
ASSOCIATES
Architecture
Planning
2400 High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassociates.com
drawing
ELECTRICAL
PLAN
sheet
A-7
of