HomeMy WebLinkAboutPLANS�• 4{1
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NOTE: TEMPERED
GLASS 6 15AT1-IROOMS
AREA G,41-GULAif®N 'F'
LIANGo AREA A/C; 2099 SQ. FT.
(:,i,,6RAGF= 41& SQ. FT.
Gc)VERED ENTRY &9 SQ. FT,
I-C>VERED PATIO 215 SQ, FT.
TCTAL AREA 2559 50. FT.
- FLOOR FLAN
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Unit# 2 `?EERIz oS 76
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Cond, Unit Mod,# /.2 PB 60 - I
NH Unit Mod,# 30A4-66-
Heater Mod,z� /o /7yFSFp�
Total Go g M'5. f�, 900 _ CCAD CFq�BFFN
5en5 e Cooling .36, coo �N�COp�C fY�ryly�i
L nt cooling 231,%00
�4VAC IDUCT LX I CUT FLAN
THII STRUCTURE HAS BEEN DESKINED
AND RIMEWED FOR COMPLIANCE OF
FIG 9W.1,4 FOR ONE OF THE FOLLOWIN01
INTARNAL WIND PRESSURE
WINDSORNE DEBRIS PROTECTION
NAPI►CM AtSISTANCE GLAZING
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR OMPLIAMCE
REVIEWED BY
DATE
P NS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
GLEAssodates, Inc.
Architects o Engineers ^ Environmental Consultants
AA 0002369 ^ EB 05453 *ASBESTOS ZA 0000034
1320 H. SENORAN RIND.
SWE 203
ORLAN O,FLORMA 6290T
7ELEPII09E. 407.858.4131
FACNNIII Eu 401�658.44I0
PROJECT:
KINGS MILL
PGA VILLAGE
ST. LUCIE COUNTY, FLORIDA
CLIENT:
KOLTER SISHATURE HOMES
2160 NW RESERVE PAWK 'TRACE
FORT ST. LUCIE, FLORIDA 34980
OFFICES 661.408.4703
FAXo 561.468.A602
CONSULTANT:
REVISIONS
NO DATE DESCRIPTION BY
1 02/11/02 PLAN REVISION RNF
Mill F9
DRAWN BY: RNF JOB NO.: 01000-02377
CHECKED BY: OT DATE: 04/11/02
SCALE: 1/4" = 'I'—O"
SHEET NAME
FLOOR
PLAN
SCANNED SHEET NUMBER
BY St LUG eE�t w " p
A
GENERAL NOTES
SITE PLAN NOTES
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
I. THESE PLANS WERE PREPARED U51NO THE FLORIDA BUILDING CODE 2001 EDITION.
I.THE AWHITEGTIRAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL
I. CONCRETE UNITS TO BE ASTM G 10-90. ASTM GRADES NI OR NII. PROVIDE PRECAST
I. A PERMANENT 515N WHICH IDENTIFIE5 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 F.P.IL. THE LOCATION OF SERVICE AND SHALL
LOCATION OF THE HOUSE, POOL,DRIVEWAY5 AND 51TE FEATURES ONLY. THE C.G. OR
LINTELS AS NECESSARY.(P'm = 1500 P510
FOR REINSPEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE 51ON
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
LOCATE METER 4 PANELS A5 REQUIRED.
2. TYPE OF CONSTRUCTION: CLASS VI, UNPROTECTED, GROUP R3 OCCUPANCY PER
OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENCED
SHALL BE P057ED NEAR THE WATER HEATER OR ELECTRICAL PANEL.
FRAMING SCHEME 5HOWN WILL CLOSELY PARALLEL FINAL 7TRU55 DESIGNERS LAYOUT.
FLORIDA BUILDING CODE.
5U'RVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE
2. MORTAR TYPE M PER A5TM G 210-92.
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 POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT
2. TH15 FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR S.T. BEARING POINTS, ETC)
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE A5 ADAPTED BY THE
AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS
5. CONCRETE FILL
(HVAG,EHW, WA5ER/Ol LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G.
CAN BE MODIFIED ONLY AFTER OBTAINING PERM155ION FROM THE PRIME
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
COUNTY AND ALL APPLICABLE AMENDMENTS.
OCCUR BETWEEN THE ARCHITECTURAL 517E PLAN AND SURVEYORS LAYOUT THE GENERAL
MECHANICAL CODE.
PROFE55IONAL OF RECORD Al MUST REVIEW PROPOSED CHANGES AND AUTHORIZE
COPPER OF EQUAL AMPACITY,
CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITIN6 PRIOR TO PERMITTING
A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 5000 PSI
STRUCTURAL REVISIONS AGGORDINGLY.
4. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.
AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR
PEA GRAVEL CONCRETE.
3. PROVIDE Ix2 P.T. FIRESTOP HORIZONTAL 4 CEILING I WALL INTERSECTIONS OR VI
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE.
RESOLVES THESE CONFLIGT5.
O/C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.G. SECTION 105,
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO TH15
5. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE
B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER.
OFFICE FOR REVIEW. TRU55 DE516NER5 MUST PROVIDE ALL TRU55 CONNECTIONS A5
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
BUILDER SHALL ACCEPT FULL RE5PONSABILITY FOR ANY ERRORS OR OMISSIONS NOT
FOUNDATION NOTES
4. PROVIDE SCREENED VENTS a FLOOR LEVEL IN GARAGE 60 SQUARE INCHES PER GAR
PART OF THE DESIGN.
CONSTRUCTION.
REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT, BACKGHARSE5 WILL NOT BE
C. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE
G
MIN.
ACCEPTED. DO NOT 56ALE DRAWINGS.
CONSISTENCY SHALL BE AS FLUID AS P0551BLE FOR POURING WITHOUT SEGREGATION OF
4. TRU55 MANUFACTURER SHALL SUBMIT THREE (5) COPIES OF SHOP PRAININ65 AND
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b" X 6" X HILAXWL4
THE CONSTITUENT PARTS.
5. ALL GLAZING WITHIN 24"1 IN HVHZ) AND PARALLEL TO A DOOR 514ALL BE
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED
SPECIFICATIONS.
6. SUBMIT MINIMUM THREE I COPIES OF SHOP DRAWINGS A5 REQUIRED BELOW.
W.W.M. ON 6 MIL VISQUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED
V. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE
TEMPERED. ALL WINOOW5 OR CLASS ENCLOSURES AT OR WITHIN 56" OF TUBS AND
SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN
ENGINEER, OF THEIR ROOF TRU55 DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR
ARCHITECTS REVIEW PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWIN55 15 A
1 PROVIDE DISCONNECT 5WITGH OF SIZE AS REQUIRED BY LOAD AND UNITS.
1. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE
FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB
DEPTH AND MUST BE SUPPORTED AT Y-0" 0/0 EACH WAY WITH APPROVED MATERIALS.
ENGINEER.
SIDELIGHTS, SLIDING CLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED,
COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF
ENERGY REQUIREMENTS OF THE F.B.G. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR
HIS RE5PON51BILITY TO PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE
b. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY 5WITGHE5 AT A/G EQUIP. AND AT
SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD
2 ALL REINFORGIN6 STEEL TO BE GRADE 60.
4. REINFORCING:
6. ESn55 WINDOWS SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS.
ARCHITECTS SUPERSTRUCTURE, IF THERE 15 ANY CONFLICT OR ADDITIONAL STRUCTURE
PUMPS NOT V151BLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
IN ACCORDANCE WITH ALL PROVISIONS OF TH15 CODE WHICH MAY NOT BE
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN.
NEEDED, THE TRU55 COMPANY SHALL NOTIFY THE ARCHITECT IN WRITIN6 OF THE
RECOMMENDATIONS.
SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES.
3. COLUMN AND WALL GENTERLINE5 SHALL COINCIDE WITH FOOTING CENTERLINES UNLE55
VERTICAL:
NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 5.F. FOR Ist FLOOR WINDOWS.
THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH
SPECIFIC AREAS OF CONCERN.
9. PROVIDE CFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
D. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR
OTHERWISE NOTED.
A. A5TM A615-94 PER REINFORCING SECTION (GRADE 60).
AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'1 DROP, THE SILL
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
SHOWN ON PLANS.
NON-5TRUGTURAL MEMBERS DURING CONSTRUCTION.
4, FOOTING DESIGN BASED ON A55UMED 501L BEARING CAPACITY OF 2500 P.S.F.,
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT
SHALL BE NO LE55 THAN 56" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD.
COORDINATE_ LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON
TRU55 DRAWIN557HE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
9. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER.
CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR 501L BEARING CAPACITY
REPORT BY A FLORIDA REGISTERED ENGINEER.
BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT15
1. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS.
COORDINATION BETEEN THE TRU55 DESIGN AND AIR CONDITIONING DESIGN
SELECTED BY OWNER,
IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORGIN6.
REQUIREMENTS.
10. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER.
5. FILL PLACED WITHIN 5'-O" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF
6. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH FAGG THROUGH RATED
I. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
GLEAN WELL GRADED SAND IN 12" LIFTS(MAX) AND VIBRATORY COMPACTED TO
G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH
ASSEMBLIES IF ANY.
b. ARCHITECT ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND
12. PROVIDE PRE- WIRED TV. OUTLETS FOR GABLE AS SHOWN ON PLANS.
11. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW
ACHIEVE A MINIMUM OF 015% MODIFIED PROCTOR A5TM D 1551.
FROM THE MASONRY.
FOOTINGS UNTIL REVIEW OF APPROVED TRU55 DRAWINGS, SIGNED AND SEALED BY A
UNITS SHALL DISPLAY LAB.G. LABELS SHOWING COMPLIANCE WITH THE F.BCHAPTER 13
9. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL BE DETERMINED U51N6
FLORIDA REGISTERED ENGINEER.
ENERGY EFFICIENCY SECTION. II. ALL CONSTRUCTION IN BROWARD AND DADE
6. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED,
D. VERTICAL REINFORCING, SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN
TABLE 2405.5 I .3A OF F.B.C. A5 THE MINIMUM THICKNESS ALLOWED.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 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 SCHEDULE.
1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
BOTTOM EACH STUD.
14, IN KITCHENS, DINING ROOMS AND BATHROOMS, REGEPTIGAL OUTLETS FOR COUNTER
OF THE F.B.G.
GROUND.
E. VERTICAL REINFORCING EACH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE
10. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS A5 PER F.B.G. SECTION 2415 UNLE55
THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT
SPACES SHALL BE 6FGI PROTECTED AGGORDIN5 TO NEC 210-b(a).
CONCRETE NOTES
1. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED.
CONTINUOUS TO THE TIE BEAM. PRECAST LINTEL5 SHALL HAVE OPENINGS TO ALLOW
REINFORCING BARS TO CONTINUE UNINTERRUPTED.
APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS
AS SET FORTH IN CHAPTER 16.
b. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC 5E6. 410h.
D. SPLICES SHALL BE 45 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND
HORIZONTAL:
II. PICKETS STAIRS, LANDINGS 6 BALCONIES SHALL BE SPAGESED TO PREVENT
CONSTRUCTION.
BEDROOM SMOKE DETECTORS SHALL BE CONNECTED NON ABLE CIRCUITS
I. CONCRETE SHALL CONFORM TO A5TM 014-44, SHALL HAVE A MAXIMUM WATER/CEMENT
CHANGES IN DIRECTION. CORNER BARS SHALL BE 48, BAR DIAMETERS EACH. WAY.
PASSAGE OF A 4" DIAMETER SPHERE.
F
9. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
O
OF THE BEDROOM THEY SERVICE AND HAVE SELF CONTAINED BATTERY BACK-UP.
IN BATTE5NITICRY
RATIO OF 0.55 AND SHALL HAVE 5000 P51 COMPRESSIVE STRENGTH IN 2b DAYS (
q. ALL MONOLITHIC, FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
UNLE55 NOTED OTH EIIll ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI
REINFOPLEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
SCHEDULE. 5. GENERAL: A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530 q9/
12. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
GEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
316-02 AND AGI 301-02. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE
A.S.G.E. 5-9402-9q, BUILDING GODS REQUIREMENTSUG FOR MASONRY 57RTURES
9/T.M.S.
11. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
WITH AGI 530-02.
REQUESTED BY THE BUILDING OFFIGAL.
AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY 5TRUGTIRES.
13. IN ZERO LOT LINE HOMES: DRYER VENT5, EXHAUST FANS I KITCHEN H0005 SHALL NOT
10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND
10. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN.
VENT THROUGH THE 51DE WALL AND MUST MAINTAIN A 1O'-0" SETBACK.
BRIDGING USED DURING ERECTION OF 7RU55E5 TO PREVENT COLLAPSE OR DAMAGE.
lb. PROVIDE ARC -FAULT CIRCUIT INTERRUP70R PROTECTION FOR ALL DWELLING UNIT
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR
MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED 0.55.
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 550.I-49/A.S.GE. "q/T.M5. 602-
BEDROOM RECEPTACLE AND LIGHTING OUTLETS PER 2002 NEC 210-12 (B).
BARRIER - 3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2"
qq, SPECIFICATIONS FOR MA50NRY STRUCTURES AND THE COMMENTARY ON
14. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, JUMPERS
II. HEADERS FOR FRAMED OPENIN65 GREATER THAN 61 MUST BE ENGINEERED AND
UNFORMED CONCRETE BELOW 6RADE-3"
BEAM SCHEDULE NOTES
SPECIFICATIONS FOR MASONRY STRUCTURES.
OR TRANSFER GRILLES.
STAMPED BY THE TRU55 MANUFACTURER. (UNLESS NOTED OTHERWISE)
A. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE.
3. REINFORCING STEEL: GRADE 60 (FY=(20.000) A5TM A615-94.
G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE
15. All UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
12, ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2S UNLE55
PLUMBING NOTES
I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END Ill OF BEAM OR
BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. PADS
OTHERWI5E NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL
THROUGHOUT (TO.) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE
ACCORDANCE WITH SECTION 2122.4 F.S.G.
SHALL BE A MINIMUM 41-O"x9b" PAD FOR DOUBLE UNIT.
THICKNESS).
OF 5TAN12ARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" A5 PUBLISHED
5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BEN05 UNLE55 OTHERWISE
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405,
BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE.
NOTED.
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
13. DIMEN51ONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL
F.B.C.
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED COW. CELL.
PROVIDE ALLOWABLE 5TR-55 VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY
2 ALL SEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWI5E NOTED
USES. 010 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
SUPPORT ALL LOADS DURING CONSTRUCTION.
1. GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT
K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING A6ENGY.
3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE-
EACH LIFT OVER 4'-0" HIGH. GLEANOUTS SHALL BE SEALED AFTER GLEANING AND
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.G. PLUMBING CODE CHAPTER II.
6. CONCRETE BEAM SIZES MAY INCREASED (b" MAX.) AS REQUIRED FOR ARGHITEGTURAL
BEAMS 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 GAUGE GEE
DETAILS 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 1O'-O" FROM ROOF JACKS.
WINDOW AND DOOR BEAMS (26" Ml AND ADD 2-15 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
b".
FROM ADJACENT BEAMS. (UNO).
56REW5 AT 12" O/G MAX.
5. CONDENSATE_ DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING.
1. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER
5 DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW I DOOR HEADS (26" MAX)
I. STRUCTURAL STEEL SHALL CONFORM TO THE AISG "SPECIFICATION FOR THE DESIGN,
15. METAL LATH OVER SHEATHING SHALL BE 515" V-GROVE OR DIMPLED, CEILINGS AND
MECHANICAL NOTES
OF DOWELS AS VERTICAL BARS ABOVE.
ADD 2-05 BOTTOM IF DROP EXCEEDS b".
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 101I EDITION.
SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4" O/G AS FOLLOWS;
MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION A5 FOLLOWS:
CONCRETE: 5/4" LONG STUB NAILS Al 3/5" HEAD. HORIZONTAL AND VERTICAL WOOD
I REINFORCING STEEL SHALL BE LAPPED 46 BAR VIA. MIN. WHERE SPLICED AND SHALL
b. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED b" TO FIT BLOCK
SHAPES, PLATES A-3b BOLT5 - A 507-00 TUBULAR - A500-01a GRADE B (42 K51)
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
BE WIRED TOGETHER, PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM
WORK.
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL
CONFORM TO THE REQUIREMENTS BET FORTH IN THE "FLORIDA BUILDING CODE
REINFORCING AT EACH FACE. LAP 46 BAR DIA. MIN.
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERIGAN WELDING 50GIETY
WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS
MECHANICAL" AND CHAPTER 26 OF THE FLORIDA BUILDING CODE.
1. ALL ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO
"STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP HELPS SHALL BE
SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT
9. PLACING DRAWIN65 ON BAR LISTS SHALL CONFORM TO AGI'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBL15HED BY THE
SUPPORT UNLESS OTHERWISE NOTED.
A.W.S. A5.1 ETOXX.
OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LEG, 1/16"
2. CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS.
GROWN METAL M11. FRAMING: SELF TAPING SCREWS #12 x I/2" WASHER HEAD STAPLES
CONCRETE REINFORCING 57EEL INSTITUTE UNLESS NOTED OTHERWISE.
b REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL
SHALL NOT BE USED FOR SOFFITS OR CEILINGS
SPECIFICATIONS.
16. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE l
9. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT
11261-I/2" LONG AND .120" DIAMETER U.N.O.
BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLAS5 "A" TEN51ON LAP SPLICE
ON EITHER 51DE OF SUPPORT.
IT WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE P05T AS FOLLOWS:
WRAP POST ON ALL SIDES FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH (1)
SANOqZz
10. MARK "G" IN REINFORGING GOLUMN BETWEEN TWO BEAM5 INDICATES THAT
LAYER OF 5/b" TYPE "X" 6YPSUM WALL BOARD. THI5 WILL PROVIDE A ONE HOUR RATING
A�FS X
Q(/� TQ P AO
REINFORGIN6 SHALL BE CONTINUOUS THP.0 THESE TWO BEAMS.
FOR THE POST.
u. N y
41Y gfprl�� v„COfj/t+�70,VSSED
/� K
�pM� y�NdCI PEG�AS�NS
I&. TRU55 MANUFACTURER SHALL DESIGN TRASSES TO COMPLY WITH ALL SUPERIMPOSED
WIND LOADS PER F.B.G. 2001.
'-�-""4A d9DRD
ABBREVIATIONS
M.G.
MEDICINE CABINET
SIAS
SLEET METAL 561
ABV
ABOVE
EXT.
EXTERIOR
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
AFF
ABOVE FIN15HED FLOOR
F.B.G.
FLORIDA BUILDING CODE
MMAXIIAITAL
`OLD
5TL.
STEEL
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
MAX.A
MA
5W
5W TGH
B.F.
BI FOLD
FR
FRENCH DOOR
MFR.
UFA
MANUFACTURER
S.W.O.T.
SFEARWALL OVERTURNING FORGE
B.P.
BI PA55
FIN.
FIN15HED
MICRO.
MICROWAVE
TEMP
TEMPERED
ELK.
BLOCK
FL.
FLOOR
MIN.
MINIMUM
T.B.
THROUGH BOLT
Ell
BELOW
67.
61RDEfR TRUSS
M.O.
MASONRY OPENING
T.O.
THROUGH OUT
BR6.
BEARING
GA.
6AU6E
MONO.
MONOLITHIC
T.O.B.B.
TOP OF MASONRY BOND BEAM
BTM.
BOTTOM
SAW.
GALVANIZED
MTL.
METAL
T.O.PL.
TOP OF WOOD PLATE
GL6.
CEILING
ISH
GROUND FAULT INTERRUPT
O.H.D.
OVER HEAD DOOR
TOTE.
TOP OF TIE BEAM
GMU
CONCRETE MA50NRY UNITS
6L.
GLASS
O/G
ON CENTER
TYP.
TYPICAL
COL.
COLUMN
ONS
GYPSUM WALLBOARD
GONG.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
P.L.F.
POUNDS PER LINEAR FOOT
U.N.O.
UNLESS NOTED OTHERWISE
G5M7.
CASEMENT
H6T.
HE16HT
P.S.F.
POUNDS PER SQUARE FOOT
UL
UNDERWRITERS LABORATORIES
DEL.
DOUBLE
HP5.
HOOPS
PS.1.
POUNDS PER SQUARE INCH
V.I.F.
VERIFY IN FIELD
VIA.
DIAMETER
HR
HOUR
P.T.
PRE59JRE TREATED
W.A.
HEDGE ANCHORS
12I5P.
DISPOSAL
HS
HORIZONTAL SLIDING
PART'N.
PARTITION
All
WITH
DP
DESIGN PRE55URE
HVHZ
HIGH VELOCITY HURRICANE ZONE
PKT,
POCKET
WG
WATER CLOSET
OR.
DOOR
INS.
INSULATION
PLYWD.
PLYWOOD
NO.
WOOD
DW
015H WASHER
INT.
INTERIOR
R.O.
ROUGH OPENING
E.E.
EACH END
L6.
LONG
S.G.
50LID GORE
ELEG.
ELECTRICAL
LIN.
LINEN
5.5.12.
SLIDING 6LA55 DOOR
ELEV.
ELEVATION
LT.
LIGHT
SF
SQUARE FOOT
E.S.
EACH 51DE
L.T.
LAUNDRY TUB
SH
SINGLE HUNG
ELECTRICAL SYMBOLS LEGEND
C.V.
CENTRAL VACUUM
SWITCH
v
DIMMER
RECEPTACLE
ryf1y�
DUPLEX RECEPTACLE
220 V. RECEPTACLE
�K
SWITGN
KEYED
-UNCTION
BOX
AT 12" A.F.F.
AT 12" A.F.F.
�B
DUPLEX RECEPTACLE
T
51NOLE RECEPTACLE
4
TELEVISION JACK
4O
00
PADDLE FAN
W/ OR WO/ LIGHT
AT BASE
DEDICATED
PREWIRED
DUPLEX RECEPTACLE
SINGLE RECEPTACLE
QT
HVAG
THERMOSTAT
z
FLOURESGENT
LIGHT FIXTURE
AT b" ABV. COUNTER
DEDICATED SWITCHED
ryfTy�
DUPLEX RECEPTACLE
T,
SINGLE RECEPTACLE
O
INTERCOM
FLOURE%ENT
FIXTURE
IIsF�
GROUND FAULT INTERRUPT
��
DEDICATED UNDERGOUNTER
AT 60" A.F.F.LIGHT
DUPLEX RECEPTACLE
INCANDESCENT LIGHT
ryl1y�
A
PAULTCOUNTER all
�5ry{,
RECEPTACLE
�
SECURITY
FIXTURE (I MINTED.
116F1
GROUND INTERRUPT
II
ARC, FAULT
KEYPAD
INCANDESCENT LIGHT
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE
POOR
FIXTURE WALL. MI
II
TOP I SWITCHED
TOP 15WITGHED
CHIME
ARC, FAULT INTERRUPT
HI HAT
DUPLEX RECEPTACLE
5WITGH
PUSH
®
GL6. MOUNTED
�6Fl
WATERPROOF
BOTTON
GROUND FAULT INTERRUPT
51N61 E POLE
DUPLEX REGEPAICLE
7
SWITCH
®
TELEPHONE OUTLET
®
HI HAT
VAPOR PROOF
'UC
UNDER COUNTER
3
THREE WAY
AT 12" A.F.F.
QUADRUPLEX
$
5WITGH
TELEPHONE OUTLET
FLUSH IN FLOOR
C
RECESSED
EYEBALL
RECEPTACLE
4
FOUR WAY
DUPLEX RECEPTACLE
SWITCH
DEDICATED
LJ
SECURITY
LIGHTS
G
FLUSH IN FLOOR
R
RHI05TAT
7
DATA LINE
PROPOSED SINGLE FAMILY RESIDENCE BY:
KOLTER SIGNATURE HOMES
FAIRVIEW MODEL "TUSCAN"
LOT #31
THE LAKES @ P.G.A. VILLAGE
ST. LUCIE COUNTY, FLORIDA
FAN
®
BOX
®
SMOKE
DETECTOR
EXHAUST
FAN
F L
EXHAUST FAN
/LIGHT COMBO
SPEAKER
IN GL6.
LV DOOR
RE
RELEASE
n
VOLUME
Y
CONTROL
5WITGH
E:I'
DISCONNECT
BREAKER
®
PANEL
F.F.IL. METER
I DISC.
®
LOW VOLTAGE
TRANSFORMER
PLAN / ELEVATION SYMBOLS LEGEND
# DETAIL
SCALE
# DETAIL
owc. SCALE
# SECTION
owc. SCALE
# SECTION
owc. SCALE
# NTERIOR ELEV.
SCALE
LOAD SCHEDULE
LOCATION LIVE DEAD PART'N TOTAL
ROOF 30 25 0 45
BASIC SPEED It 120 m.p.h. a 3 second gusts
IMPORTANCE FACTOR = 1.0
BUILDING GATA60RY = II
BUILDING DE516N A5 ENCLOSED
EXPOSURE = B
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 ps.f.
NOTE: THIS STRUCTURE 15 DE516NED IN
ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA
BUILDING CODE. DESIGN PRE55URE5 FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE
ELEVATIONS. WINDOW AND DOOR MANUFACTURERS
SHALL MULTIPLY THE 61VEN DE516N PRESSURES BY
THE APPROPRIATE FACTORS TO OBTAIN TEST
PRESSURES.
CALCULATIONS
A/G FLOOR SPACE 2099 S.F.
TOTAL U/A
2,ol S.F.
COVERED ENTRY
10 S.F.
COVERED PATIO
20b S.F.
GARAGE
500 S.F.
TOTAL FOOTAGE 24T1 S.F.
DRAWING INDEX
C-1
(OVER SHEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS AND DETAILS
A-5
FRAMING PLAN
A-b
BRACING PLAN
A-1
ELECTRICAL PLAN
1YESEAUNS
IA�ORDAI ,VA
E8 ENREV/t'ryED
�D/NpC®D�
1
FRONT FILLED CELL SEE G//////!/!(////!!l!////!!(!///!/////// AS NOTED
HEIGHT
INTERIOR B-# BEAM LABEL FOUNDATION PLAN �
4 DWG. 2 ELEVATION ��/ /�/�/
3 D SOFFIT
COLUMN
POURED CONCRETE 'Ul/M/lCl/lC!/1C , HEIGHT DROPEAS NOTED
000# MAX. TRUSS CONNECTOR
O DOOR LABEL TO-0 LABEL
0 NON-BEARIN6 FRAME ARCHED INS SEE
CONSTRUCTION PLAN OR
#� REVISION
BEARING FRAME I HOUR FIRE RATED
O WINDOW LABEL CONSTRUCTION ® WALL
N
NORTH ARROW C _ _ _ _ FRAME CONSTRUCTION ® 2 HOUR FIRE
ABOVE OR BELOW RATED WALL
�+# COLUMN LABEL
BREAK LINE ELEV. BEAM HEIGHT ® 4 HOUR FIRE
ELEV CHANGE RATED WALL
0 2' 4' B'
�# FOOTING LABEL 06P006momm" GRAPHIC, SCALE 0'-0" FIN. FL. SLAB FLOOR ELEVATION MA50NRY CONSTRUCTION
SCALE: ile" = T 0" TYPICAL
revisions
no. date
(1) ISSUED FOR PERMIT (JAG) 11/15/04
designed N/A
drawn
O.T.D., A.L.Y., J.A.G.
checked
SBD
date
11/15/04
scale
1/4" = 1'-0" (UN.OJ
job no.
042111_1U5.KSH
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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
sbdassodates.com
drawing
COVER SHEET
sheet
awl m
of
revisions
no. date
(1) 155UED FOR PERMIT (JAG) 11/15/04
FOOTING SCHEDULE
DETAIL
MARK
51ZE 0*0)
REINFORCING
DESCRIPTION
NO.
W/3 +5 CONT. - I TOP t 2 ON..
EXTERIOR MONOLITHIC
F-I
16'x18'xCONT.
W 51N5LE LAYER OF MESH
ONE STORY
1
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F-3
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W/3 s5 CONT.
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27
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3'-O' x 4'-6' x 12"
W/4 •5 a 12' EX STM,
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W/4 05 EW. BTM
PAD AT EXTERIOR
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IN
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W/3 #5 CONT - I TOP t 2 ETM.
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EXTERIOR MONOLITHIC
AT SHOWER RECESS
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SIZE TYPE
DESCRIPTION
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C-3
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job no.
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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
FOUNDATION
PLAN
sheet
A-1
of
revisions
no.
(1) 155UFP FOR PERMIT (JAG)
date
11/15/04
FILL COLUMNS
AND LINTEL SOLID
lW GROUT
HIGH 5TRENGTH PRECAST LINTEL
NVREINFORGIN6 A5 RE-00
SEE LINTEL MFR. SHOP ORAHIN66
COLUMNS BEYOND
SEE FOUNDATION PLAN
ej TYPICAL DETAIL
LINTEL AT OPENING
FINISHED CEILING - SEE
TYP. WALL SECTION
CONT 25 &AWE METAL TR4CK5
TOP $ BOTTOM
25 6AU6E CHANNEL SHAPED 57UD5
24" O/G wA FULL LENGTH LAYER OF
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P LONG BUGLE HEAD 5CREw5
TO EACH SIDE o 12" O/C
CONC. FLOOR SLAB
3 TYPICAL INTERIOR PARTITION
SCALE 314" = 10"
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COLUMN SEE PLAN
2X P.T. FASTEN TO COLUMN w/ 3"
LONG PINS o 12" O/C VERT. ! A, -
MAX. FROM ENDS
BLOCK OR MA50NRY
COLUMN SEE PLAN
2X P. T FASTEN TO COLUMN w/ 3"
LONG PIN5 0 12" 0/6 VERT. $ 6"
MAX. FROM ENDS
FASTEN TO END 5TUD iW
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MASONRY COLUMN FOF
CON7INUOU5 POUR
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FOR REINFORCEMENT
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SEE PLAN AND COLUMN
5CHEDULE FOR REINF.
�4 TYPICAL CHANGE
IN BOND BEAM HEIGHT
DOOR SCHEDULE
MARK
Style
DOOR
R.O.
D.P.
NOTES
WD
HGT
W
H
+
-
001
OVERHEAD
16'-0"
8'-0"
192"
98"
29.5
35.7
002
SINGLE EXTERIOR
3'-011
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
T-O"
8'-0"
-
-
-
-
Solid core w/ clsr.
005
SINGLE
2'-8"
8'-0"
-
-
-
006
SINGLE
2'-011
8'-0"
-
-
-
-
007
SLIDING DOUBLE
6'-011
8'-0"
-
-
-
-
008
SINGLE
2'-8"
8'-0"
-
-
-
-
009
SINGLE
2'-6"
8'-0"
-
-
-
-
010
SINGLE
2'-8"
8'-0"
-
-
-
-
Oil
SINGLE
2'-8"
8'-0"
-
-
-
-
Sgl. Lite french
012
DOUBLE
4'-0"
8'-0"
-
-
-
-
013
SINGLE
2'-0"
8'-0"
-
-
-
-
014
SINGLE
2'-0"
8'-0"
-
-
-
-
015
DOUBLE
4'-0"
8'-0"
-
-
-
-
016
SINGLE
1'-6"
8@41
-
-
-
-
017
POCKET
2'4"
8'-01,
-
-
-
-
018
BIFOLD DOUBLE
4'-0"
8'-0'
019
BIFOLD DOUBLE
4'-0"
8'-0'
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"
4'-l"
145.5"
49"
31.8
40.3
008
(2) 25 SH W/ F.G. CENTER
SINGLE HUNG
3'-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
T-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"
51"
57"
57"
51"
35.3
34.3
35.3
35.3
38.2
37.3
38.2
38.2
Temp./ Obscure glass
8"X8"x8"
8"X8"x8"
014
GLASS BLOCK
?
4'-211
4'-8"
49"
015
GLASS BLOCK
?
2'-2"
4'-811
25"
016
24 SH
SINGLE HUNG
3'-2"
4'4"
38"
A CD0y46�16Rj4,,o A9AF�Cp4O4cKOi9,t
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designed N/A
drawn
G.T.D., AL.Y., J.A.G.
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55D
date
11/15/04
scale
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BLAKESLEE
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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
4'-0"
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5L"�'
4'-0"
revisions
no. date
(1) 155ZD FOR PERMIT (JAG) 11/15/04
4X6 R5
EXT. WALL SECTION @ DEN B-A/4
SCALE . _
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&TD., AL.Y., JAL.
550
date
IIA5104
scale
1/4" = 1'-0" (U.N.O.)
job no.
042111_TU5.K5H
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SCOTT
BLAKESLEE
DISHER
ASSOCIATES
Architecture
Planning
1 / �f �� �' v 2400 High Ridge Road
suite l()o
v — Boynton Beach, Florida 33426
n L16HT TEXTURE 5TUG00
d. ® � FINISH TYPICAL Phone 561.733.88
El M El El00 Fax 561.733.7900
DECOR RAISED slxiasaociatea.com
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El ® M drawing
ELEVATIONS
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FRONT ELEVATION
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ENGINEERED ROOF 7RU55
TOOF TRUSS MANF. DW6.
5
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EN6. TRU55E5 ABV.
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PROVIDE U5P TA24
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PROVIDE USP 5PTH b
W/ (12) bd NAILS
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PLYWD. 5HEATHIN6
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W/APPROVED 6ALV M635
ANCHORS EA. END
6ALV. MTL. DRIP
ON IX2 PT —
SEE ELEV.
CONT. 2X,0 FASCIA
METAL LATH 6 STUCCO SOFFIT
kO"X24" SCREENED VENTS
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CONT. METAL POUR STOP
112" DRYWALL
IX2 P.T. FURRING 0 24" O/G
W/ IN511.. SEE ENERGY CALL. - TYPICAL
APPLIED WOOD BASE
FIN. FLOOR TO BE 16" MIN.
ABOVE GROWN OF ROAD MIN.
MONO. GONG. FOOTING
5EE FOUNDATION PLAN
FOR NOTES $ DETAILS
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PANEL ANCHOR FRAMING
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WINDOW ATTACHED AGGORDING TO FBG I'101.4.4.2
PC PANEL
REINFORCING
PC GLASSBLOCK
UNIT
PC GLASSBLOCK
6LA55 BLOCK SHALL BE INSTALLED WITH HOT DIPPED
CAW 57L. REINF. IN HORZ. JOINTS EXTENDING FROM
END TO END. MAX SPACING 16" G/G VERT.
REINF. SHALL CON515T OF (2) PARALLEL, LONGITUDINAL
HOT DIPPED 6ALV. STEEL WIRE5 (9) &A. OR WIRE5
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OR 3/I6" x 2-114" TAPCON5 OR
HILTI DNI47P6 P.A.F. 6" FROM
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GAULKIN6 '
DRYWALL BOARD
NOTE. PLEASE CONTACT
ENGINEER OR ARCHITECT
OF RECORD GONCERNIN6
MA5ONRY 6AP5 OF 3" OR
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FWRAP WIRE LATH AROUND P.T.
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AND THE WINDOW, THE OPENING MAY BE REDUCED BY A77AGHIN6 TO THE EX15TINO BUCK
ONE CONTINUOUS PRESSURE TREATED STRIP SET IN CONSTRUCTION ADHESIVE. THE MIN.
EMBEDMENT AS SPECIFIED ON THE PRODUCT APPROVAL FOR THE WINDOW ATTACHMENT
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IT'-O" T.O.PL.
0'-0" T.O.B.B.
6'-01, T.O.B.B.
0'-0" FIN. FL. SLAB
revisions
no. date
(1) 15SUED FOR PERMIT (JAG) 11/15/04
designed
drawn
checked
date
scale
job no.
N/A
O.T.D., A.L.Y., J.A.G.
550
11/15/04
1/4" = 1'-0" (U.N.O.)
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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
sbdassodates.com
10'-0' T.O.BB.
drawing
6'-0" T.O.BB. ELEVATIONS
sheet
0'-0" FIN. FL. SLAB A-4T
TYPICAL WALL SECTION
SCALE 314" = 1'0" LEFT SIDE ELEVATION °f
EMS. AND APPROVED WOOD
TRUSSES 5EE TYP. NALL 5ECTRION
112"
3/6"
FOR ACTUAL NEEL AND OVERMAN&
—
CONDITIONS
5/6" ROOF PLYWOOD. NAIL
I/2" DRYWALL OVER
PER DIAPHRAGM XWOULE
TYPICAL PURRiN6Li
SEE TRL65 CONNECTOR 5e WPULE
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SELECT CONNECTOR SHOWN ON
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— CONT. POUR STOP
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SECTION
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ROOF SHEATHIN& NAIL PER SCHEDULE
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(3) 160 TYP. I.
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AT T-BRACE
CONT. GONG, OR M1A50NRY TIE BEAM SEE TIE
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TRU55E5 MEET EACH
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(3) ho TOE NAIL TYP.
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EA. TRUSS /
(3) I60 TYR..
EA. INTERSECTION
AS CONNECTION DETAIL
2'-O" MAX.
PROVIDE 30# FELT BETWEEN RAKE
BEAM AND PLYWOOD 5EAL ANY
VOIDS WFIRE GAULKIN6 AS NEEDED
(1) LAYER OF 5/b" FIRE RATED
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4
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W 1/4"x3" L6. 7APCON5 a 12' O/C MAX.
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W HILTI 0NI-62-R6 a 6' a/c MAX
2X6 P.T. CROSS BLOCK REQUIRED ONLY IF
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SEE DIN06ION. NAIL TO BUCK AT EACH
END W (4) I6d NAIL5.
G -..113 1ii19 N,
A132 EXTERIOR SHEATHING
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PRE ENO. WOOD TRUSSES SEE I'V32 EXT. PLY710 5HEATHIN5
TYP. HALL SECTION FOR NAIL PER DIAPHRAGM SCHEDULE
ACTUAL HEEL AND O.H.
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F2 MAX. - 6500 SECTION
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OVERHANG CONDITIONS
_ 5W TRL55 CONNECTOR CONT 2x4 HORIZ. NAIL TO VERT.
xHFDULE VIEW W (5) 16d NAILS.
14%32 PLYHO W 6d NAILS at 6" o/c
2x4 ALL 3 SIDES
N
TIE BEAM OR BOND BEAM SECTION
I I
CONNECTION DETAIL
N— TYPICAL TRUSS
2x4 CROW BLOCK a 24' O/C TYR
TOE NAIL EA. END W3) 16d NAILS
to CONNECTION DETAIL
ALLOWABLE LOAD 1000 AM65 UPLIFT
L-4
L-4
MA
L PRE -ENO. WOOD
ROOF TRUSS SEE
FRAMING PLAN
MASONRY HALL
LATERAL LOAD = 6,%0#
eCONNECTION DETAIL
L-4 L-4
PRE-EN6. HOOD TRUSSES
SEE TYP. WALL SECTION
FOR ACTUAL HEEL AND
O.H. CONDITIONS
U5P HDPT2 OR HOPTD
FASTEN TO WALL W/NAILS
PER SCHEDULE AS READ.
FRAME BEARING WALL
ELEV.
—STRAP 05L. TOP PLATE TO STUDS
W "U5P" SFTH 4, 6, OR 6 U-STRAP OVA
TOP PLATE AND DOWN EACH SIDE
W (6) IOd NAILS (TYPICAL)
— W WOOD STUDS a lb" 0/6 (PER PLAN)
50LID BLOCKING a 4'-0" O/C
VMT. MAX.
STRAP PT BOTTOM PLATE TO 5=5
W/ 'USP" SPTH 4, 6, OR 6 U-STRAP OVE
BOTTOM PLATE AND UP EACH SIDE
HV (6) IOd NAILS (TYPICAL)
50' WED6E ANCHORS a 24" O/O
AND 6" MAX. FROM OPENIN65
145")&A/4" STEEL KN5ER5
EMBED 4' MIN.
FLOOR SLAB
SECTION
ALLO%ABLE UPLIFT LOADS
PASTIEWRI
TOTAL FASTENERS
511E
1 21
41
61
6
10
12
8d
220
4401
6601
MC
/tool
1320
IOd
1 201
SSSJ
W01
10651
135.91
1500
eCONNECTION DETAIL
SEE UPLIFT VALUE ON BRACING PLAN
AND TRU55 CONNECTOR SCHEDULE
5/6" ROOF FtYWOOO W 2x6 SP
BLOCKIN6 d IOd NAILS a 4' O/C
NAIL SILL PLATE THROUGH
TO TRUSS We-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS a 24" O/C
W5/6' EXT. SHEATHING
NAIL TRUSS TO GAP
W9-I6d NAILS
CONY 2X4 P.T. RIBBON
W HILTI DNI-62-Pb a 6' O/C MAX
PROVIDE IOd NAILS at 4° ole
INTO RIBBON PRIOR TO CRICKET16
PRE-FA8 ROOF TRU55
a 24" 0/G
516, 5LEEVE ANCHORS
O 12" O/C 5TA66ERW
EMBED 2-112' MIN. ii
(2)2x12 P.T. WOOD
LEDGER •
U5P THO26 W OD)
NAILS TO LEDGER d
02) IOdxW" NAILS TO
TRUSS
SECTION ALUM. POUR STOP VIEW
FILL ALL COURSES
DOWN TO LEDGER
b
CONNECTION DETAIL
VERIFY W/ TRUSS 4'
(_) PROVIDE MIN. I-1/2" 5EPARATION
BETWEEN TAPCANS t GONG. EDGE
51WSON R910 FOR 4x2 STM CHORD
SIM-50N HU5210 FOR 2x4 STM. CHORD
i� 51MPSON HUZOL-2 FOR (2) 2x4 BTM. CHORD
ATTACHW (6) 1/4" x 1-314" L6.
TAPGONS, 0) EACH FLANGE (0)
MIN 00) IOd NAILS TO TRU55
MAX UPLIFT = 1505 #
14 MAX GRAVITY = 24100
CONNECTION DETAIL
ROOF SHEATHING NAIL PER
SCHEDULE
2x4 DIAGONAL BRAGS
RE57RAINT LOCATION AS
SHORN ON PLAN
(2) IOD TY
EA. TRUSS
MFR. PRIOR TO
PRE -ENS.
FABR.
"
2'
kV. GIRDER
1
T
VERT. BLOCK
BY TRUSS M'FR.
2x4 LATERAL BRACING
LOCATION A5 SHOWN ON PLAN
(2) Wall DIA.
'MR'1-5005
GAESLE END FASTEN AT EA.
BEARING POINT w TRL65
s
STEEL SEAT. D
STEEL SEAT
CONNECTOR PER 5<4iTULE
15 CONNECTION DETAIL
3/16"
5TEB- Col."
iEC ION 51DE VIEW SEE SCHEDULE
17
CONNECTION DETAIL
L-4
STRAP D5L. TOP PLATE TO STUDS
K/USP "5PTH4,6 OR b" STRAP OVER
TOP PLATE AND DOWN EACH SIDE
lV (4) IOd NAILS (TTMOAU
L15P LSTA 12 EACH SIDE
FASTEN TO STUDS AND HEADER
W(b) IOd NAILS TYPICAL
HEADER OR O.T.
SEE FRAMING PLAN
STRAP BOTTOM PLATE TO STUDS
WN5P "51-TH4,6 OR W STRAP OVER
BOTTOM PLATE AND UP EACH 51M
HU (6) IOd NAILS (TYPICAL)
5/b" WEDGE ANCHORS • 24" O/C
AND b" MAX. FROM OPENIN055
K/5"x5"xl/4" STEEL WASHERS
EMBED 4" MIN.
INTERIOR MONOLITHIC
FOOTING (SEE 5GHED)
CON'T. FASCI
(MAX. UPLIFT 15")
BOARD
ON)
CONNECTION DETAIL
kiALL
AS
NAIL TO CABLE
ENO W Ibd a 6
O/C
WALL
_-WATHIN6
NAIL PER
SCHEME
U5P . TRUSS GIRDER
HANGER W (2) 3/4' DNA. WA.
INTO CONC. (4" MIN. EMB.=DJ d
16-I6d NAILS INTO ORDER
TRUSS
PRE-EN6. HOOD
GIRDER TRUSS
revisions
no. date
(I) 155UED FOR PERMIT (JAG) 11/15/04
designed N/A
drawn
G.T.D., A.L.Y., J.A.C.
checked
550
date
11/15/04
scale
1/4" = IP-O" (U.N.0)
job no.
042111_TUS.K5H
7(E Copy-
CONNECTIONIb DETAIL r
UPLIFT CAPACITY = 3g40 LB5. —
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SCOTT
BLAKESLEE
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DISHR
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&
ASSOCIATES
Architecture
Planning
24M High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassociabes.com
drawing
ROOF
FRAMING
PLAN
sheet
A-5
of
BRACING NOTES:
I. BRACING SHOWN DOE5 NOT INCLUDE TEMPORARY BRACING
REQUIRED FOR THE ERECTION AND IN57ALLATION OF TRU55E5
PRIOR TO THE INSTALLATION OF PERMANENT CRO55 BRACING
AND WEB LATERAL BRACING REQUIREMENT5. TEMPORARY
BRACING 15 THE RESPONSIBILITY OF THE TRU55 INSTALLER
AND SHOULD REMAIN IN PLACE A5 LONG A5 NECE55ARY FOR THE
SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR.
(REF: HIB-41 SUMMARY SHEET).
2. PERMANENT WEB LATERAL BRACIN& 15 TO BE INSTALLED AS
5HOWN ON THE INDIVIDUAL TRU55 ORAWIN65 (WEB LATERAL
BRACING 15 NOT SHOWN ON THIS SHEET). PERMANENT WEB
LATERAL BRACING 15 TO BE RE57RAINM TO PREVENT LATERAL
MOVEMENT BY SOLID ANCHORAGE TO END WALL5, OR BY
PERMANENT OIA60NAL BRACING MOT SHOWN) IN THE PLANE OF
THE PEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG
CONTINUOUS WEB BRAGS (REF: HIB-Nl, SEC. 13.251).
3. PERMANENT DIAGONAL BRACING AS 5HOWN ON THIS SHEET DOES
NOT INCLUDE BRACING REQUIRED FOR 6ABLE END 5TU05 OR
BOTTOM CHORD OF &ABLE END AT WALL REFER TO STANDARD
GABLE END DETAIL FOR BRACIN6 REOUIREMENT5.
4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED, AND ALL
BOTTOM CHORDS BRACED BY A R1610 CEILIN6 5Y5TEM. REFER
TO INDIVIDUAL TRUSS DRAWINGS FOR BRACING REOUIREMEN75
OF NON -SHEATHED TOP CHOR05 AND UNSUPPORTED BOTTOM
CHORDS.
5. REFER TO "HIB41: COMMENTARY AND RECOMMENDATIONS FOR
HANDLING, INSTALLATION AND BRACING METAL PLATE
CONNECTED WOOD TRU55E5",APPENDIX C,FOR RECOMMENDED
SEQUENCE OF INSTALLING BRACING COMPONENTS.
6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRU55 LESIONS
TO WITHSTAND 6RAVITY AND WIND I-OADIN66 AS WELL A5
61RDER CONNECTIONS AND LOA05 ARE THE RESPONSIBILITY OF
THE TRU55 DESIGNER. ANCHORAGE OF THE TRU55EB AND
ORDERS TO THE SUPPORTIN6 STRUCTURE TO WITH57AND WIND
UPLIFT 15 THE RESPONSIBILITY OF THE PROJECT ENGINEER OR
ARCHITECT.
7. THE BRACING FOR THE ROOF SYSTEM 15 VE516NEV FOR BOTH
P051TIVE 4 NE6ATIVE PRE55URE AND MEET5 THE
REQUIREMENT5 OF 2001 FBC.
BRACING LEGEND:
X PERMANENT 2x4 DIAGONAL BRACING IN THE PLANE OF
THE NEAREST WEB MEMBER CONFECTION WITH 2-Ibd
NAILS IN EACH WEB IN AT LEAST (5) TRU55E5 AT
APPROXIMATELY 45 DECREE ANGLE. (REF: HIB-T, FIG.
37, 36 4 39).
HORIZONTAL BRIDOIN6 WITH A MINIMUM 2x6 5TRON6BACK
CONNECTION TO EACH TRUSS WITH 3-I0d NAILS AND
ATTACHED TO WALL5 OR OTHER R1610 POINT AT EACH
END (REF: HI54, SEC. 13.2.32). PROVIDE
OVERLAP OF AT LEA57 (3) TRU55E5 (FLOOR5 ONLY).
PERMANENT 2x4 BRACING IN THE PLANE OF THE
STRUCTURAL BOTTOM CHORD OF THE TRU55. CONNECT
WITH 2-I0d MILS IN EACH TR65 (ROOF ONLY).
nZONES 1 $ 2
u (SEE DIAPHRAGM SCHEDLtFJ
ZONE 3
(SEE DIAPHRAGM SCHEDULE)
BRACING DETAILS:
COMPRESSION WEB
45" SLOPING OR VERTICAL
CONTINUOUS PERMANENT
LATERAL BRACING (C.L.B)
PERMANENT OIA60NAL
BRACE NAILED TO OPP.
SIDE OF WEB PREVENT5
LATERAL MOVEMENT AND
SHOULD BE REPEATED
AT APPROX 20 FOOT
INTERVALS
CEILING
FIGURE36: PERMANENTVIA60NAL
BRACING IN THE PLANE OF THE WEB MEMBERS
PERMANENT CROSS
BRACING
F16URE 37: PERMANENT BRACING IN THE
PLANE OF THE WE55 FOR PITCHED TRUSSES
HORIZONTAL BRIVOIN& WITH A MINIMUM 2x6
STRONOBACK CONNECTION TO EACH TRU55 WITH
3-I0d NAILS AND ATTACHED TO WALLS OR OTHER
RIGID POINT AT EACH END (REF: HIB-91, 5EC.
132.32). PROVIDE OVERLAP OF AT LEAST 0)
TRU55E5 (FLOOR5 ONLY).
SEE PLAN
FIGURE 36: PERMANENT BRACING IN THE PLANE
OF THE WE55 FOR PARALLEL CHORD TRUSSES
BRACE
45" 1145"
PERMANENT WEB
OIA6ONA_ CRO55
BRACING
GROUP OF WOOD
TRU55E5
(WEB MEMBERS)
LATERAL BRACE
F16URE 34: PERMANENT BRACING
IN THE PLANE OF THE WE05
TRU55 GONNEGTOR SGHEDULE
MARK
51MP30N
CONNECTOR
FA55TRAP
TRU55
PER
CONC✓TIE-BEAM
ALLOWABLE UPLIFT
51N52LE DOUBLE
STRAP STRAP
PARALLEL LOAD (172)
51NOLE DOUBLE
STRAP STRAP
PERPEND. LOAD (FI)
51NOLE DOUBLE
STRAP STRAP
TG-1
HETA 12
(7) IOd x 1-112"
1265 #
-
335 #
-
3B0 #
TG-2
HETA 16
(9) IOd x 1-112"
-
1630 #
-
335 #
-
WO #
-
TG-3
HETA 20
00) IOd x 1-112"
IBIO #
-
335 #
-
360 #
-
TG-4
(2) HETA 20
(12) IOd x 1-I/2"
-
2035 #
-
1225 #
-
1520 #
TC-5
HMgKT
(4) SD5 114" x 1-112"
(5) TITEN 114" x 2-114"
595 #
-
425 #
-
200 #
-
1) ALLONABLE LOADS ARE BASED ON SIMPSON CATALOO C-2004. 2) MDR MAY IY.£ LOM51R STRAPS OF 50C TYPE 51ECIF1W.. S) r-Z GALVANIZED NAILS AS
SPEQFIED HY MAIi1FACTLRER. 4) TAPCONS SNOIA.D BE LOCATED AT THE FARTNEST POINT FROM THE TOP OF THE BEAM.
a: EDGE STRIP DEFINED A5 THE L05ER OF 10% `
OF LEAST HORIZONTAL DIMENSION OF BUILDING
OR 40% OF HE16HT H BUT NOT LE55 THAN 4% OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND r
AT LEAST 3 FT.
I-- ----- --- --- O
---------------
A I I
a
NOTE: SEEDIAPHRAOM 2
5CHEDULE FOR ROOF
ZONE NAILING
--- —
REQUIREMENT5.
ROOF ZONE DIAGRAM
IN
2214# MAX
UPLIFT
BLOCK ALL FREE PANEL EDGES WITHIN
4'-0" OF GABLE ENDS AND NAIL PER
ZONE 3. (SEE DIAPHRAGM SCHEDULE)
2214# MAX
UPLIFT
DIAPHRAGM
SCHEDULE
0IAPHRA614 NAILING
DIAPHRAGM ZONE 1 ZONE.2 ZONE 3
BOLMRIES EDGE INTER. EDGE INTER. EDGE INTER REMARKS
LOCATION
PANEL &RAVE
PANEL
THICKNESS
FRAMING
SPACING
ROOF
PALM
BEACH
APA RATED 5HEATHIN5
EXPOSURE 1, OR EQUAL
SPAN RATING 40120
19/32"
24" O/C
MAX.
IOd
6" O/C
IOd
6" O/C
10d
6" O/C
IOd
6" O/G
IOd
6" 0/C
IOd
4" 0/G
IOd
4" O/C
BLOCKED A5
SHOWN ON PLAN
EXT
WALL
APA RATED 5HEATHIN6
EXPOSURE I, OR EQUAL
SPAN RATING 40120
19/32
16" O/C
MAX.
IOd
4" O/C
IOd
4" 0/C
IOd
6" O/C
NAIL CORNER 5TUD5
AT 4" O/C MAX. TYPICAL
BLOCK FREE E06E5
RAKE GONG. BEAM SEE
SCHEDULE- MATCH ROOF TOP OF RAKE
PITCHN MEAN
#3 5TIRRUP5 6 '
r v
12" O/C T.D.
(F I „r TOP, MIDDLE, 4 130T. BARS
II �` 45 BAR DIA. MIN. LAP SPLICE `
d bx& LINTEL
11 i W/ 1- #5 CONT.
------------------------
VERT. COL. BAR EXTENDS AND LAP 64
TO TOP BARS OF RAKE BEAM lN/
I STANDARD LAP I Ell
COLUMN SEE SCHEDULE
RAKE BEAM, PATIO
N.T.5.
CONT. Ix4 LATERAL BRACE AT
BOTTOM CHORD OF TRU55E5.
ui
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w
ui
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802# MAX. UPLIFT
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FASTEN TO TOP 4 BOTTOM CHORDS
W/ (3) I6d TOE NAILS AND 70 LATERAL
BRACE W/ (5) IOd NAILS 95b# MAX.
EACH INTERSECTION. UPLIFT
TG-1
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revisions
no. date
(1) 155UED FOR PERMIT (JAG) 11/15/04
designed wA
drawn
67D., AL.Y., J.A.G.
checked
513D
date
11/15/04
scale
1/4" = 1'-0" N.N.0)
job no.
042111_7U5.KSH
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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
sbdassocates.com
drawing
ROOF
BRACING
PLAN
sheet
A-6
of
PH, (772) 286-3700
40' 1
I 1'
19'2'
�D
1' 4 1
4_
4'1'4'
1 �- I 8'3'
47'3'
82'-0'
3' — i Q —
19,101,
TOP ❑E WALL @ 10'-1" A,F,
TOP ❑F- WALL @ 17'-1"
5/12 VAULTED CEILING
NOTE:
ALL TRUSS -TO -TRUSS HANGERS ARE HUS26 U,❑,S,
FILE COPY
q Fs£PLANSAND
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Scott Blakeslee Risher
& a s s o c i a t e s
THE REVIEW AND APPROVAL OF THESE DRAWINGS
IS STRICTLY FOR TRUSS SHOP DRAWING
COMPLIANCE WITH ROOF PLAN GEOMERTY AND
DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS
RESPONSIBILITY FOR CONFORMANCE WITH
10'7' THE ARCHITECTS TRUSS LAYOUT. THE TRUSS
FABRICATOR IS RESPONSIBILE FOR NOTIFYING THE
'$ GENERAL CONTRACTOR IN WRITING OF ANY
DEVIATION FROM THE ARCHITECTS LAYOUT. THE
GENERAL CONTRACTOR IS RESPONSIBLE FOR
f COORDINATING AND RESOLVING ANY INCON-
SISTENCIES BETWEEN THE TRUSS SHOP
r. DRAWINGS AND ANY OTHER APPLICABLE TRADE
I INCLUDING ARCHITECTUAL AND MECHANICAL.
ALL RESPONSIBILITIES SHALL CONFORM WITH,
ANSI / TPI / WTCA 4 - 2002
L0 EXCEPTIONS
i�
DATE
N❑TE;
THE ENGINEERED TRUSS DRAWINGS
HAVE PRIORITY OVER THE TRUSS LAYOUT,
SEE DRAWINGS FOR GIRDER PLYS AND
REACTII7NS.
MULTIPLE PLY TRUSSES MUST BE NAILED OR
BOLTED TOGETHER (PER ENG, TRUSS DWGS,)
BEFORE THEY ARE ERECTED,
TRUSS TO TRUSS CONNECTORS THAT
EXCEED THE STANDARD HANGER SPECS.
ARE THE RESPONSIBILITY OF THE BUILDER.
FAX (772) 288-4234
Roof and Floor Truss System
4175 Martin Highway
Pa(m City, FL 34990
N❑TE1
TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT
PART OF THE BUILDING AND SHOW TRUSS LOCATIONS. i
PROPER ERECTION, TEMPORARY AND PERMANENT BRACING
DESIGNS ARE NOT THE RESPONSIBILITY OF THE ROOF
TRUSS MANUFACTURER.
LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS
DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE.
AUTH❑RIZATI❑N AGREEMENT
BUSSES CANNOT BE FABRICATED UNTIL THI:
,GREEMENT HAS BEEN SIGNED AND RETURNEI
THE LEGAL DESCRIPTION OF THE PROPERTY WHERE THE TRUSSES WILL BE INSTALLED IS
THE UNDERSIGNED ACKNOWLEDGES AND AGREES,
1. TRUSSES VILL BE MADE IN STRICT ACCORDANCE WITH THIS LAYOUT, WHICH IS THE SOLE AUTHORITY FUR
DETERMINING SUCCESSFUL FABRICATION OF THE TRUSSES.
2. ALL DIMENSIONS IN THIS LAYOUT HAVE BEEN VERIFIED BY THE UNDERSIGNED
3. UNLESS WRITTEN NOTICE IS PROVIDED BY CERTIFIED MAIL TO V. KEST. 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, V. KOST. INC. SHALL HAVE THREE (3) BUSINESS DAYS IN WHICH TO BEGIN REPAIRS REQUIRED,
OR MAKE ARRANGEMENTS TO HAVE REPAIRS DONE OR TO SUBSTITUTE OTHER TRUSSES, AT W. KOST, INC. OPTION.
4. THE UNDERSIGNED ACKNOWLEDGES RECEIPT OF 'HID-91' TRUSS PLATE INSTITUTE.
D DELIVERY IS TO JOB SITE. IT IS THE BUYERS RESPONSIBILITY TO MAKE THE JOB SITE SUITABLE FOR DELIVERY
W. MOST, INC. HAS THE SOLE AUTHORITY TO DETERMINE THE SUITABILITY OF THE JOB SITE DR A PORTION OF THE
JOB SITE FOR DELIVERY. V. KOST, INC. WILL BE RESPONSIBLE FOR DOW DELIVERY ONLY. THE BUYER IS RESPONSIBLE
FOR ANY ADDITIONAL DELIVERY EXPENSES IF W. KOST, INC. HAS TO REDELIVER BECAUSE JOB SITE IS NOT PREPARED
FOR DELIVERY OF TRUSSES. BUYER VILL ALSO BE RESPONSIBLE FOR ANY TOWING CHARGES DUE TO SITE CONDITIONS
B. PRICE AS SHOWN IN PARAGRAPH 7 IS SUBJECT TO CHANGE IF ANY CHANGES ARE MADE TO THIS LAYOUT.
7. THIS IS A PURCHASE ORDER TO W. KOST, INC. OF THE SUM OF f WHICH INCLUDES SALES TAX.
INVOICE WILL BE MADE ON DELIVERY AND VILL BE PAID WITHIN TERMS AS REQUIRED BY V. KOST, INC. MANAGEMENT.
INVOICE MAY BE MADE AT SCHEDULED DATE OF DELIVERY IF BUYER 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, 1 1/2% PER MONTH SERVICE CHARGE WILL BE ADDED TO ALL
OUTSTANDING BALANCES -
B. SIGNITURE OR INITIALS ANYWHERE ON THIS SHEET CONSTITUTES AGREEMENT TO ALL ITEMS IDREUL
9. IN THE EVENT OF ANY LITIGATION CONCERNING THIS AGREEMENT, THE ITEMS FURNISHED HEREUNDER DR
PAYMENTS REFERRED TO HEREIN, THE PARTIES AGREE THAT THE SOLE VENUE FOR ANY SUCH ACTION WILL BE
MARTIN COUNTY, FLORIDA.
RM
D❑ NOT CUT OR ALTER THESE'
TRUSSES IN ANY WAY WITH❑UT
FIRST C❑NSULTING A W. K❑ST
REPRESENTATIVE
ROOF DESIGN LOADS
(PSF)
TOP CHORD LIVE
o2n
T❑P CHORD DEAD
15
B❑T, CHORD LIVE
lO —6—
B❑T, CHORD DEAD
10
TOTAL DESIGN LOAD
55
STRESS INCREASE
1.33
WIND LOAD
120 MPH
ASCE
7-98
CATEGORY
"B"
STATUS
CLOSED
2X6 HEEL
1 1' 4" 'I
LUMP B CUT 011
12
5 2
TYPICAL END DETAI
SCALES 3/4'=1'0'
11
1LTER HOMES,
"FAIRVIEW" TUSC
J❑YCE RESIDENCE
LOT: 31, THE LAKES
MINI
\[a
ST LUCIE WEST, FLORIDA 349 C
C FAIRVIEW TUSCAN 5/12 PITCH) (GARAGE R GHT
PLAN SCALE: 1/4'=1'0' JOB# XX XX
revisions
no. date
(1) ISSUED FOR PERMIT (JAG) 11/15/04
a
i
w��a�' a :-11•a1 ?
(1) SETS OF 0) #210 AW6. THWN
IN 1-112" CONDUIT
N-M-7 OF (3) #210 AWG. THWN
IN 1-112" CONDUIT
METER PANEL
A"
DISC
PANEL
200A
200 A
2
200A
(J
I *4 CU. GND, WIRE TO GOLD WATER PIPE AND
6DX 10' CU .SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEING BAR IN
THE FOUNDATION 20'-O" LONG MIN,
ELECTRICAL
RISER DIAGRAM
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER GONDENSOR UNIT LOAD.
B. GENERAL L16HTIN6 CALCULATED a 208,1 (SOYT) x 3
(WATTS/50.FT) = 6,261 / II (6ENLT6.GIR) = 510 (NATTS/EA)
G. A/C CONTRACTOR SHALL SIZE A/C UNIT5. A/C
UNITS SHOWN ARE FOR ELEC. GALC'S. ONLY.
200 AMP ELEC. PANEL "A" 10,000 AIC RATED
GIRO.
DESCRIPTION
POLE
BKR
WIRE
KVA.
100%
100%
KVA.
WIRE
BKR
POLE
I DESCRIPTION
GIRO.
AHU HEAT STRIP #1
2
60
6
0
10.0
O
0
8
40
2
COMPRESSOR #I
2
3
4
_ 5
RANGE
-_____ -----
2_
50
--
_ 6
12.0
_-___-
O
O _
5_0
10
---
30
-_
2
__-
DRYER _ _ _ _ _ _ _
6
-__
a
_ q_
WATER HEATER
-----------
_ 2_
25
--
10
---
4.5
------
O
O
------
1.5
12
---
20
--
1
---
WA5HER _ _ _ _ _ _ _
10
---
II
O
I.2
12
20
1
D15HWA5HER
12
13
MICRO WAVE
1
20
12
1.5
O
O
0.5
12
20
1
BATH 6FI REGEPT.
14
15
REFRIGERATOR
1
20
12
1.2
O
O
1.5
12
20
1
SMALL APPLIANCE
16
1-1
- - -
KITCHEN L16HTIN6
-----------
_ 1 _
15
_-
14
---
0.5R
O
O
------
1.5
12
-__
20
--
1
---
SMALL APPLIANCE
-----____--
_ 18
Iq
- - -
6AR5AOE DISPOSAL
- - - - - - - - - - -
1
-----
20
--
12
- - -
1.0
- - -
O
- - -
O
- - -
0.4
- - -
12
- - -
20
--
1
- - -
D.H. DOOR OPENER
- - - - - - - - - - -
20
- - -
21
GENERAL LIGHTING
1
15
14
0.5-7
O
O
057
14
15
1
GENERAL LIGHTING,
22
23
GENERAL LIGHTING
1
_ _
I5
14
0.5-7
_ O
O
057
14
15
1
GENERAL L16HTIN5
24
25
6ENERAL LIGHTING
_ 1 _
15
14
057
_ O
O
057
14
15
1
GENERAL LIGHTING
26
27
GENERAL LIGHTING
I
_ _
15
14
0.5-7
_ O
O
0.5-1
14
15
1
GENERAL LIGHTING
26
2q
---
GENERAL LIGHTING
-----------
_ 1 _
15
--
14
---
0.5-1
_ O
O
------
0.5-1
14
---
15
--
1
--------
CEILING, FAN5
--------
30
---
31
---
POOL EQUIPMENT
---------
(PREWIRE FOR FUTJ--
1
20
12
1.2
O
- - - - - - - - - - -
32
- - -
33
---------
-
-
-
-
-
-
-
-
_
34
35
36
3't
- - - - - - - - - - -
38
3q
______
O
O
O
O
SPACE
40
_41_
O
O
O
O
SPACE _______
42
SUB TOTAL
24.82
I0.0
O
14.45
1 SUB TOTAL
TOTAL (NO A/G) 34.27
Ist 10,000 at 100% = 10.00
REMAINDER AT 40% = 11.71
A/G LOAD AT 65% = 6.5
TOTA = .2572 x 1000 / 240 = II-7.54 AMPS THIS PANEL
AA; COMP. #1
W/ DISC.
designed N/A
drawn
G.T.D., A.L.Y., JA.C.
checked
5B0
date
11/15/04
scale
1/4" = 1'-0" N.N.0)
job no.
042111_TU5.K5H
1
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project
SCOTT
BLAKESLEE
DISHER
ASSOCIATES
Architecture
Planning
'HaI'�Fer
t j� High Ridge Road
�Q Suite 100
Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassociates.com
drawing
ELECTRICAL
PLAN
sheet
A-7
POOL EQUIP. (PREWIRE
OR W. POOL), LOG. BY
BUILDER AND OWNER
of