HomeMy WebLinkAbout0502-1081-BUILDING PLANGENERAL NOTES SITE PLAN NOTES MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES
I. THESE PLANS WERE PREPARED USING THE FLORIDA BUILDING CODE 2001 EDITION. LTHE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL I. CONCRETE UNITS TO BE ASTM G g0-10. A51M GRADES NI OR NII. PROVIDE PRECAST I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED I. THE TRU55 LAYOUT 5HOWN ON THI5 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 6.C, OR LINTELS AS NECESSARY.(Pm = 1500 P51) FOR REINSPECTION AND TREATMENT GONTRAGT RENEWAL SHALL BE PROVIDED. THE 516N SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE A55UMPTION THAT THE LOCATE METER $ PANELS A5 REQUIRED.
2. TYPE OF CON5TRUGTION: CLASS VI, UNPROTECTED, GROUP R3 OCCUPANCY PER OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. FRAMING SCHEME 5HOWN WILL CLOSELY PARALLEL FINAL TRIY5 PE516NER5 LAYOUT.
FLORIDA BUILDING CODE. SURVEYOR AT 50 PECENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE 2. MORTAR TYPE M PER A5TM G 210-g2. 2, ALL ARE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE.
FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, 2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR &.T. BEARING POINTS, ETC.)
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS 5. CONCRETE FILL (HVAG, EHW, WASER/VRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G. CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION 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. PWFE55IONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE COPPER OF EQUAL AMPAGITY.
CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING A. CELLS LINTEL5 AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 5000 P51 STRUCTURAL REVISIONS ACCORDINGLY.
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. FIRE5TOP HORIZONTAL a CEILING $ WALL INTERSECTIONS OR 6'-O" 4. ALL BRANCH CIRCUIT5 IN RACEWAY OR NON METALLIC SHEATHED GABLE.
RESOLVES THESE CONFLICTS. O/C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.G. SECTION 105. 3. FINAL 516NED AND SEALED ENGINEERED TRU55 DES16N MUST BE SUBMITTED TO THI5
5. BUILDER SHALL REVIEW DRAWIN65 IN THEIR ENTIRETY BEFORE STARTING WORK. THE B. THE MIX DE515N SHALL BE APPROVED BY THE ENGINEER. OFFICE FOR REVIEW. TRU55 DESIGNERS MUST PROVIDE ALL TRUES CONNEGTION5 A5 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS OR 0MI5510145 NOT FOUNDATION NOTES 4. PROVIDE SCREENED VENT5 a FLOOR LEVEL IN GARAGE 60 SQUARE INCHES PER GAR PART OF THE DESIGN. CONSTRUCTION.
REPORTED IMMEDIATELY IN WRITIN6 TO THE ARCHITECT. BACKGHAR6ES WILL NOT BE G. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE MIN,
ACCEPTED. DO NOT SCALE DRAWINGS. GON515TENGY SHALL BE AS FLUID AS P05SIBLE FOR POURING WITHOUT SEGREGATION OF 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (5) COPIES OF SHOP DRANIN65 AND 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
1. FLOOR 5LA13 TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X 6" X WIAXWIA THE CONSTITUENT PARTS. 5. ALL GLAZING WITHIN 24"(46" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE ENGINEERING CALCULATIONS 516NED AND SEALED BY A FLORIDA RE615TERED SPECIFICATIONS.
6. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWIN55 A5 REQUIRED BELOW. A.H.M. ON 6 MIL V15MEEN (OR EQUAL) ON GLEAN HELL COMPACTED FILL PRE TREATED TEMPERED. ALL WINDOWS OR 6LA55 ENCL05URE5 AT OR WITHIN 3b" OF TU55 AND ENGINEER, OF THEIR ROOF TRU55 DESIGN FOR REVIEW INCLUDING TWO (2) C0PIE5 FOR T WIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
D.THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE
T. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB ENGINEER. SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN ARCHITECTS REVIEW PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A
DEPTH AND MUST BE SUPPORTED AT Y-O" O/C EACH WAY WITH APPROVED MATERIALS. SIDELIGHTS, SLIDING GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRU55 MANUFACTURER OF
ENERGY REQUIREMENTS OF THE F.B.G. CHAPTER 13 ENERGY EFFIGIENGY. CONTRACTOR HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY INT55RATE5 WITH THE 6. PROVIDE NON-FU5IBLE GENERAL DUTY SAFETY 5WITGHE5 AT A/C EQUIP. AND AT
SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN175 ENTIRETY AND BUILD 2 ALL REINFORCING STEEL TO BE GRADE 60. 4. REINFORCING: 6.E&RE55 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 THI5 CODE WHICH MAY NOT BE EGRESS WINDOW5 SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NEEDED, THE TRU55 COMPANY SHALL NOTIFY THE ARGHITEGT IN WRITIN6 OF THE RECOMMENDATIONS.
SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 3. COLUMN AND WALL GEN7ERLINE5 SHALL COINCIDE WITH FOOTING GENTERLINE5 UNLESS VERTICAL: NET AREA OF 5..1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 5.F. FOR Ist FLOOR WINDOWS. SPECIFIC AREAS OF CONCERN.
OTHERWI5E NOTED. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH g. PROVIDE 6FI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
6. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR A. A5TM A615114 PER REINFORCING SECTION (GRADE 60). AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS.
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 4. FOOTING DE516N BASED ON ASSUMED 501L BEARING CAPACITY OF 2500 P.S.F., SHALL BE NO LE55 THAN 36" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. COORDINATE LOCATION5 WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON
CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR 501L SEARING CAPACITY B. WHEN A FOUNDATION DOWEL DOE5 NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT TRU55 DRAWIN657HE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND A5
g. CABINET SUPPLIER TO PROVIDE SHOP PRAHIN65 TO THE BUILDER. BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THOUGH IT IS SELECTED BY OWNER.
REPORT BY A FLORIDA REGISTERED ENGINEER. T. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. COORDINATION BETWEEN THE TRU55 DESIGN AND AIR CONDITIONING DESIGN
IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. REQUIREMENTS,
10. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWIN6 TO BUILDER. HI. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS 5HOHM ON PLAN.
5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF 6. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WIiIGH PASS THROUGH RATED
GLEAN HELL 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
II. ALL WINDOWS AND DOORS SHALL BE CAULKED AND HEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.G. CHAPTER 13 ACHIEVE A MINIMUM OF 015% MODIFIED PROCTOR A5TM D 1551. FROM THE MASONRY. FOOTINGS UNTIL REVIEW OF APPROVED TRU55 DRAWIN165, 516NED AND SEALED BY A 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS SHOWN ON PLANS.
9. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL 8E DETERMINED USING FLORIDA RE6151732ED ENGINEER.
ENERGY EFFICIENCY SECTION. 11. ALL CONSTRUCTION IN BROWARD AND DADE 6. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, D. VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED IN TABLE 2405.3 $ .3A OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. 15. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. COUNTIES SHALL COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS APPLY VIBRATORY COMPACTOR WIh1 A MINIMUM OF FOUR PASSES TO THE EXISTING THE COLUMN SCHEDULE. T. ALL INTERIOR LOAD BEARIN6 PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
OF THE F.B.G. GROUND 10. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS A5 PER F.B.C. SECTION 2415 UNLE55 BOTTOM EACH STUD. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEFTIGAL OUTLETS FOR COUNTER
E. VERTICAL REINFORGIN& EACH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT SPACES SHALL BE 6FGI PROTECTED ACWI;VIN& TO NEC 210-15W.
CONCRETE NOTES T. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. CONTINUOUS TO THE TIE BEAM. PRECAST LINTEL5 SHALL HAVE OPENINGS TO ALLOW APPROVAL TO PRESERVE THE ENCL05ED BUILDING ENVELOPE AGAINST IMPACT LOA05 6. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
REINFORCIN6 BAR5 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. 410.6.
a. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CONSTRUCTION,
I. CONCRETE SHALL CONFORM TO ASTM G94-94,SHALL HAVE A MAXIMUM WATER/GEMENT CHANGES IN DIRECTION. CORNER OARS SHALL BE 46 BAR DIAMETERS EACH. WAY. HORIZONTAL: 11. PIGKET5 AT 5TAIR5,LANDIN65 6 BALCONIES 514ALL BE 5PAGE5ED TO PREVENT Ib. BEDROOM SMOKE DETECTORS SHALL BE CONNECTED TO NON 5WITGHABLE CIRCUITS
RATIO OF 0.55 AND SHALL HAVE 5000 F51 COMPRESSIVE STRENGTH IN 26 DAY5 ( HORIZONTAL REINFORCEMENT SHALL BE PROVIDED A5 SCHEDULED IN THE BEAM PASSAGE OF A 4" DIAMETER SPHERE. g. ALL WOOD IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE FRF55URE TREATED. OF THE BEDROOM THEY SERVICE AND HAVE SELF CONTAINED BATTERY BACK-UP.
A.
UNLE55 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI g. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT T14E L15E OF TRANSFER PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
316-02 AND AGI 301-02. ALL CONCRETE MA50NRY WORK SHALL BE IN ACCORDANCE REINFORCEMENT AT PERIMETER. RATIONAL ANALY515 SHALL BE SUBMITTED, BUT ONLY IF SCHEDULE. 5. GENERAL: A. STRUCTURAL DE515N 15 IN ACCORDANCE WITH A.G.I. 530-gg/ 12. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. GEMENTITOU5 MATERIALS AND THE WOOD A5 PER CODE.
WITH AGI 550-02. REQUESTED BY THE BUILDIN6 OFFICAL. A.5.G.E. 5-gg/T.M.5. 402-1g, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES IT. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 13. IN ZERO LOT LINE HOMES: DRYER VENT5, EXHAUST FANS 4 KITCHEN HOODS SHALL NOT 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR 10. CONCRETE FOR FOUNDATIONS AND FOOTIN65 SHALL BE 2500 P51 MIN. VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. BRIDGING USED DURING ERECTION OF 7RU55E5 TO PREVENT COLLAPSE OR DAMAGE. 16. PROVIDE ARG-FAULT CIRCUIT INTERRUPTOR PROTECTION FOR ALL DWELLIN6 UNIT
BARRIER - 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" MAXIMUM WATEWOEMENT RATIO MUST NOT EXCEED 035. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-g9/A.5.C.E. "I/T.M.5. 602- BEDROOM RECEPTACLE AND LIGHTING OUTLETS PER 2002 NEC, 210-12 (B).
gg, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON 14. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, JUMPERS 11. HEADERS FOR FRAMED OPENIN55 GREATER THAN 6'-0" MUST BE ENGINEERED AND
UNFORMED CONCRETE BELOW GRADE-3" BEAM SCHEDULE NOTES
SPECIFICATIONS FOR MA50NRY STRUCTURES. OR TRANSFER GRILLES. STAMPED BY THE TRU55 MANUFACTURER. NNLE55 NOTED OTHERWI5E) Hg. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE.
3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE 15. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 12. ALL HEADERS OVER DOOR5 AND WINDOWS TO BE (2) OR (3) 2XI25 UNLESS PLUMBING NOTES
1, SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EEJ 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. PA05 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 AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE AGGORDANGE WITH SECTION 2122.4 F.B.C.
OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" A5 PUBLISHED 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS O11iERWI5E SHALL BE A MINIMUM 4'-0'xg'-O" PAD FOR DOUBLE UNIT. THICKNESS). I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405,
BY THE CONCRETE REINFORCIN6 STEEL INSTITUTE UNLESS NOTED OTHERWISE. NOTED. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL F.B.G.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A 51NOLE MEMBER
2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED
SUPPORT ALL LOAD5 DURING CONSTRUCTION. USES.190 T IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY of I600 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, FB.G.
T. GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT K51 OR BETTER„ A5 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
b. CONCRETE BEAM SIZES MAY INCREASED (W MAX.) A$ REQUIRED FOR ARCHITECTURAL 3. ALL TIE BEAMS (MARK '769 REINFORCING SHALL BE CONTINUOU5 THROUGH TIE- EACH LIFT OVER 4b" HIGH. CLEANOUTS SHALL BE SEALED AFTER GLEANING AND 3. 015PO51TION OF RAIN WATER SHALL COMPLY WITH F.B.G. PLUMBING CODE CHAPTER 11.
BEAMS ONLY. ALL SPLICES TO B: A MINIMUM OF 46 BAR DIAMETERS. INSPECTION, AND BEFORE GROUTING.
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 6AL16E GEE
WINDOW AND DOOR BEAMS (26" MAXJ AND ADD 2-45 BAR5 BOTTOM IF DROP EXCEEDS 4 BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS STEEL NOTES CHANNEL TYPE STUDS H D . AT WITH MATCHING TRACKS TOP AND BOTTOM, WITH /2" 4. ALL PLUM81N6 PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS.
GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL
6,
FROM ADJAGENT BEAMS. NNO). SCREW5 AT 12" O/G MAX. 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING.
T. DOHELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER 5. DROP BOTTOM OF TIE BEAM5 AS REQUIRED AT WINDOW $ DOOR HEADS (2b" MAX) 1. STRUCTURAL STEEL SHALL CONFORM TO THE A15G "SPECIFICATION FOR THE DESIGN, 15. METAL LATH OVER SHEATHING SHALL BE 3/6" V-&ROVE OR DIMPLED. CEILINGS AND
OF DOHELS AS VERTICAL BAR5 ABOVE. ADD 245 BOTTOM IF DROP EXCEEDS 5". FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" I1M EDITION, 5OFf 1T5 SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4" O/G AS FOLLOW5; MECHANICAL NOTES
6. REINFORCING STEEL SHALL BE LAPPED 46 BAR VIA. MIN. WHERE SPLICED AND SHALL MATERIALS SHALL CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: CONCRETE: 314" LONG STUB NAILS W 3/6" HEAD. HORIZONTAL AND VERTICAL WOOD
b. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 6" TO FIT BLOCK SHAPES, PLATES A-56 BOLT5 - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) FRAMING MEMBERS WNAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION
BE WIRED TOGETHER. PROVIDE CORNER EARS SAME SIZE AND NUMBER A5 HORIZ. BEAM WORK I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
HORIZONTAL WOOD FRAMING MEMBERS AND 3 4" PENETRATION INTO VERTICAL REINFORCING AT EACH FACE. LAP 46 BAR DIA. MIN.
INTO HORIZON / VE G L
2. HELPED CONSTRUCTION SHALL CONFORM TO THE AMERIGAN WELDING SOCIETY WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS CONFORM TO THE REQUIREMENTS SET FORTH IN THE BUILDING
C BUILDING CODE
T. ALL ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO "STRUCTURAL WELDING CODE'. ELECTRODES FOR FIELD AND SHOP HELD5 SHALL BE SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT MECHANICAL" AND GRAFTER 28 OF THE FLORIDA BUILDING CODE.
g. PLAGIN6 OR DEEM ON BAR LI RC SHALL CONFORM ST UC I "MANUAL OF STANDARD THE
SUPPORT UNLESS 0 HERX15E NOTED. A.W.S. A5.1 EIOXX.
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE OVER A RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LEG, T/Ib' 2, A 4" CLEARANCE IS TO BE MAINTAINED AROUND�LL AIR HANDLING UNITS.
CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. 6. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL GROWN METAL MTL. FRAMING: SELF TAPING 5GREW5 x12 x 1/2" WA5HER HEAD STAPLES �A e
SPECIFICATIONS. SHALL NOT BE USED FOR SOFFITS OR CEILINGS St`A
g. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT 16. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-GOIL NAIL PROGRAM. TYPE TO BE CRF �q�,
26 I-I/2" LONG AND .120" DIAMETER U.N.O.9F , p
BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLASS "A" TENSION LAP SPLICE B T q(
ON EITHER SIDE OF SUPPORT. IT. WHEN WOOD P05T5 ARE NOT IN A FIRERATED WALL, FIRE RATE POST AS FOLLOWS: 9
10. MARK "G" IN REINFORGIN6 COLUMN BETWEEN TWO BEAMS INDICATES THAT WRAP P05T ON ALL SIDES FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH (U CD�A`y�F SS N 0�'9?9F
REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. LAYER OF 5/6" TYPE "X" GYPSUM WALL BOARD. THI5 WILL PROVIDE A ONE HOUR RATING ,;' i �.��y/NO FC/OC�IO� �0/��.
FOR THE POST. 4op�c F9�9s�gl
16. TRU55 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED -' / FS
WIND LOADS PER F.B.G. 2001. - ` ,"T ^ 000
I ABBREVIATIONS
M.G.
MEDICINE CABINET
5M5
SHEET METAL 5GREW5
ABV
ABOVE
EXT.
EXTERIOR
M.R.H.
MEAN ROOF HEI61-17
ST.
STIRRUPS
AFF
ABOVE FINISHED FLOOR
F.B.G.
FLORIDA BUILDING GORE
M.T.
METAL THRESHOLD
5TL.
STEEL
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
MAX.
MAXIMUM
5WITGH
B.F.
BI FOLD
FR
FRENCH DOOR
MC
MANUFACTURER
5 W.O.T.
SHEARWALL OVERTURNING FORGE
B.P.
BLK.
BI PA55
BLOCK
FIN.
FL.
FIN15HED
FLOOR
MICRO.
MICROWAVE
.
TEMP,
TEMPERED
SLW.
BELOW
67.
GIRDER TRUSS
MIN,
MINIMUM
TB.
THROUGH BOLT
BR&.
BEARING
GA.
GAUGE
M.O.
MASONRY OPENING
T.O.
THROUGH OUT
BTM.
BOTTOM
6ALV.
GALVANIZED
MONO.
MONOLITHIC
T.OB.B.
TOP OF MASONRY BOND BEAM
GL6.
CEILING
6F1
GROUND FAULT INTERRUPT
MTL.
METAL
T.O.PL.
TOP OF WOOD PLATE
GMU
CONCRETE MASONRY UNITS
6L.
6LA55
O.HD.
OVER HEAD DOOR
T.O.T.B,
TOP OF TIE BEAM
COL.
COLUMN
GWB
GYPSUM WALLBOARD
0/6
ON CENTER
TYP.
TYPICAL
GONG.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
P.L.F.
POUNDS PER LINEAR FOOT
U.N.O.
UNLE55 NOTED OTHERWISE
G5MT.
CASEMENT
HOT.
HE16HT
P.5.F.
POUNDS PER SQUARE FOOT
UL
UNDERWRITER5 LABORATORIES
DEL.
DOUBLE
HIPS.
HOOPS
P.5.1.
POUNDS PER SQUARE INCH
V.I.F.
VERIFY IN FIELD
PIA.
DIAMETER
HR
HOUR
P.T.
PRESSURE TREATED
WA.
WEDGE ANCHOR5
DI5P.
DISPOSAL
H5
HORIZONTAL SLIDING
PARTR
PARTITION
W/
WITH
DP
DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
PKT.
POCKET
WG
WATER CLOSET
DR.
DOOR
INS.
INSULATION
PLYWD.
PLYWOOD
WD.
WOOD
DW
P15H WA5HER
INT.
INTERIOR
R.O.
ROUGH OPENING
E.E.
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LOAD SCHEDULE CALCULATIONS
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30 25 0 45 TOTAL U/A 20g9 S.F.
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(1) ISSUED FOR PERMIT (A.L.YJ 02/06/05
designed N/A
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checked
550
date
02/25/04
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2400 High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 361.733.8800
Fax 561.733.7900
sbdassociates.com
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Planning
2400 High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassodates.com
drawing
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A-1
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revisions
no. date
(1) 155UED FOR PERMIT (A.L.YJ 02/06/05
FILL COLUMNS
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W
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001
OVERHEAD
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8'-0"
192"
96"
29.5
35.7
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SINGLE EXTERIOR
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8'-0"
56"
98"
32.4
35.4
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SLIDING TRIPLE EXTERIOR
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8'-0"
155.5"
97.5"
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8'-0"
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W
H
W
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34+5 SH
SINGLE HUNG
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4'-9"
54"
75"
33.2
36.2
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1'-10"
56"
22"
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2'-6"
30"
48"
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4'4"
54"
75"
33.2
43.0
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74.75"
82.5"
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-
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74.75"
82.5"
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VAULTED TRANSOM (CUSTOM)
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2'-9"
145.5"
33"
32.8
42.2
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5'-5"
122.75"
63"
31.6
34.6
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5'-5"
122.75"
63"
31.6
34.6
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-
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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
3'-2"
3'-4"
38"
38"
35.3
38.2
013
1/2 34 SH
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2'-4"
4'-4"
28"
51"
35.3
38.2
Temp./ Obscure glass
014
GLASS BLOCK
?
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4'-8"
49"
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.
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date
scale
job no.
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5BO
02/25/04
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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
sbdassoclates.com
drawing
FLOOR PLAN
sheet
A-2
of
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no.
(1) 155UED FOR PERMIT (A.L.Y.)
date
02/0b/05
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checked
55D
date
02/25/04
scale
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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
sheet
A-3 M
of
ENGINEERED ROOF TRU55
'OOF TRU55 MAN'F. PW6.
i
SUPPORT FOR AHU
EN6, TRUSSES ABV.
ZED W/ 112" CARRIAGE
.XACT LOCATION IN CAR.
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N.T.5.
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PROVIDE U5P TA24
W/ (12) I6d NAILS TO
TOP PLATE
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PERIMETER SEALANT
GONG. OR MASONRY
Ix6 P.7. BUCK SET IN
SEALANT AND NAILED
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MAX.
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DOOR FRAME
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JAMB/HEAD DETAIL (S.G.D.)
PC CLASSt3LU UNIT
PROVIDE U5P 5PTH 6
PC CLASSSPACER
W/ (12) 5d NAILS
—
(6 EACH SIDE)
2x6 WD. FRAME WALL
(STUDS alb" O.G.)
6LA55 BLOCK SHALL BE INSTALLED AITH HOT DIPPED
&ALV. 5TL. REINF. IN HORZ. JOINT5 EXTENDING FROM
END TO END. MAX 5PACIN& 16" G/G VERT.
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MIN.)
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5x6 GONG. FILLED CELL WUSE
6LA55 BLOCK SHALL CONFORM TO S.EB.G. 2704.10
(1) #5 R.B. VERT CONT.
TYPICAL GONG. BLOCK WALL
TYPICAL GLASS BLOCK DETA
N.T.5.
FRAME WALUBLOCK CONNECTION
N.T.5.
GONG. ROOF TILE
OVER MO# FELT HOT MOPPED
ON 30# FELT TIN TAEGED
TO 5/6" EXT. &RAPE
PLYWD. SHEATHING
PRE-EN6.N000 ROOF TRU555
024" O/G TYPICAL
W/APPROVED &ALV. TRUSS
ANCHORS EA. END
6ALV. MTL. DRIP
ON IX2 P.T.—
� SEE ELEV
GONT. 2X6 FASCIA
METAL LATH $ 5TUGG0 50FFIT
W0"X24" 5OREENED VENTS
a 6'-O" O/C TYPICAL
(USE 2" CONT. VENT AT ALL
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OR EQUAL
0'-0" T.O.SLAB
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INSULATION
SE
E ENERGY GAL&
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UNDERSIDE OF TRU555
I-4
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W/W#5 CONT. FILLED W/CONGRETE
CONT. METAL POUR STOP
112" DRYWALL
IX2 P.7. FURRING a 24" O/C
w INSUL.. SEE ENERGY GALL. - TYPICAL
APPLIED WOOD BASE
FIN. FLOOR TO BE I6" MIN.
ABOVE GROWN OF ROAD MIN.
MONO. GONG. FOOTING
SEE FOUNDATION PLAN
FOR NOTES 4 D AILS
III—IIIj1 I
4'-0"
Ix4 P.T. BUCK SET IN
SEALANT AND NAILED
WA-1/2" CASE HARDENED ALUMINUM FRAME
COIL NAILS AT 12" O/O "CAULKINO
E TO SILL
MAX.
GONG. OR MASONRY
O°
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GAULKIN6
ALUMINUM FRAME, FASTEN
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® 12' O/G. MIN. 1-114" EMBED
METER SEALANT
STIK.GO FINISH
HEAD DETAIL (WINDOW)
PANEL ANCHOR FRAMING
ATTACH W/ 3/I6" xl-3/4"
TAPGON5 SCREWS ®6" 0/G
6LA55 BLOCK
GAULKIN6
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LPRECAST OR POURED
BILL W/ 1 #5 BAR
MORTAR
SILL DETAIL (GLASS BLOCK)
WINDOW ATTACHED AGCORDIN6 TO FBG 1107.4.42
LIGHT TEXTURE 5T000O
FINISH TYPICAL
o .00
PRECAST OR POURED
SILL W/ 1 #5 BAR
PERIMETER SEALANT
SILL DETAIL (WINDOW)
PANEL ANCHOR FRAMING
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TAPGON5 5GREW5 6 5" O/C
FILL SPACE WEXPANSION 5TRIP5
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RYWALL BOARD
LA55 BLOCK
ERIMETER SEALANT
TUCCO FINISH
HEAD DETAIL (GLASS BLOCK)
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GONG. OR MASONRY
2x6 P.T. BUCK SET IN
SEALANT FASTEN
W/ 1/4" PIA. x 3-114"
TAPGON5 3" FROM E.E.
d Q o o AND 6" O/C MAX.
0 0 0
DOOR TRIM
DOOR FRAME
FASTEN TO BUCK W/
(2) #6 &AL.V. x 2"
SCREWS 0 2'-0" O/C
DOOR TRIM
PERIMETER GAULKIN6
STUCCO FINISH
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DOOR FRAME
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#6 x 2" SCREWS
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TRACK BRACKETS W/ DEPTH - ATTATCH P.T. LUMBER
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BRACKETSTAFASTENED PERIMETER GAULKIN6------,,,
3/16"xl-1/4' LAC SCREW5 ALUMINUM FRAME
2x6 P.T. ATTACHED TO FASTEN TO BUCK PER
COLUMN WV 112" A.B. MFR. 5PECIFICATION5
® 2'-0" O/C VERT.
(6" MAX FROM EN05) I0 P.T. BUCK FASTENED TO P.T.
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OR 3/16" x 2-114' TAPGON5 OR
DOOR THRESHOLD SET HIL71 DN147P6 P.A.F. 6" FROM
IN BED OF CAULK C EACH END AND 16" O/G MAX.
FA57ENED TO 511-L W/ GAULKIN6
#6 x 1 112" 5GREW5
a 16" O/C DRYWALL BOARD L----------
PERIMETER SEALANT
NOTE. PLEASE CONTACT
EN61NEER OR ARCHITECT
OF RECORD GONCERNIN6
MASONRY GAPS OF 3" OR
MORE
WRAP WIRE LATH AROUND P.T.
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cc ° @ WINDOW JAMB/HDR.
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PERIMETER SEALANT
5n<ZO FINISH
SILL DETAIL (DOOR)
CONCEALED FASTENERS ORATTACN,4IENTS
ARE THE RESPONSISIUNOF THE
CONTRACTOR OFRECORD
NOTE: WHERE THE ROUGH OPENING EXCEEDS 114" UP TO 3/4" MAX. BETWEEN THE SUCK
AND THE WINDOW, THE OPENIN6 MAYBE REDUCED BY ATTACHING TO THE EXI57IN& BUCK
ONE CONTINUOUS PRESSURE TREATED STRIP SET IN CON57RUCTION ADHESIVE. THE MIN.
EMBEDMENT AS SPECIFIED ON THE PRODUCT APPROVAL FOR THE WINDOW ATTACHMENT
WILL REMAIN THE SAME (TAPOONING THROUGH THE WINDOW AND BUCK, THEN INTO THE
BLOCK)
ESE p�S
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COMPLY E NORDER To E0 TORS SAT a ""
4ECODES,
revisions
no. date
(1) ISSUED FOR PERMIT (A.L.Y.) 02/06/05
designed
wA
drawn
G.T.D., A.L.Y.
checked
513D
date
02/25/04
scale
1/4" = '-0" (U.N.O.)
job no.
05-0212.K5H
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BUILDING SECTION A -A
am
- -- -- -- -- -
RIGHT SIDE ELEVATION
0'-0" FIN. FL. SLAB
SCOTT
BLAKESLEE
DISHER.
ASSOCIATES
10'-0" T.O.TI
Architecture
Planning
2400 High Ridge Road
Suite 100
Boynton Beach, Florida 33426
Phone 561.733.8800
Fax 561.733.7900
sbdassociates.com
drawing
ELEVATIONS
sheet
0'-0" FIN. FL. 51-A A-4 M
TYPICAL WALL SECTION
SCALE 514' = 10"
of
ENS. AND APPROVED WOOD
TRUSSES 5W TYP. WALL SEGTRION
1/2"
3/6"
FOR ACTUAL HEEL AND OVERRAN&
CONDITIONS
SAW ROOF PLYWOOD. NAIL
1/2' DRYWALL OVER
PER DIAPHRAGM 5CH27AE
TYPICAL FURRINS
p}
SEE TRU55 CONNECTOR SCHEDULE
SELEGTCONNEGTOR SHOWN ON
BRACINS PLANS INSTALL PER MFR.
SPECIFICATIONS
_ SEE PLAN
EXTRA LAYER OF 1/1"
DRYWALL SUR.ROMDIN6
FRAME ARCH
4'-O" MA .
TYPICAL FURRING
APPLIED TO SHEATHIN6
— GONT. MASONRY BOND BEAM
— CONT PO4 R STOP
1432 PLYWOOD ARCH
— 6" CM! WALL
5EGTION
VIEW
N
CONNECTION DETAIL ® CONNECTION DETAIL
ROOF 5HEATHINS NAIL PER SCHEDULE
GONT. FASCIA BOARD (SEE WALL SECTION)
NAIL TO LADDER 16d a b' O/G
(3) I6D TYP. 2x4 LADDER FOR O.H. a 12" O/G
16'MAX. CANT. 2x4 LADDER PLATE ANCHORED TO
6E TRUSS W 16d NAILS a &' O/c MAX.
1x4 DIAGONAL BRACE RESTRAINT LOCATION
(2) 10d TYP. AS SHOWN ON PLAN
EA. TRU55
WALL SHEATHINK NAIL PER SGHEDW_E
/ : SABLE END FASTEN TO SLEEPER W Ibd NAILS
a 4" O/C TYPICAL
REINFORCE VERTICAL N�
OF &ABLE END TRUSS W2x4
CONT. 2X4 SLEEPER FASTEN TO BEAM
T-BRACE AT EA.
NAIL w/16d NAIL �[G
H1LT1 XDNI 2-5i/6' LO. a 6" 0/G
LOCK G
NO. "O"
FUL
SRO W4- P TA24R EMBEDDED 57 RAPW (4) I6d
PLAN
VIEW
NAILS o EA. TRUSS VERT. WEB (24" 0/6)
AT T-BRACE
CONT. GONG. OR MASONRY TIE BEAM SEE TIE
q
BEAM SCHEDULE
CONNECTION DETAIL
A5
2x4 LATERAL BRACIN& LOCAYONAS SHOWN
ON PLAN
TIE -BEAM SCHEDULE
MARK
51ZE
REINFORCING
HOOPS
OR STIRRUPS
REMARKS
TOP
MID
FBTM
3-1
12x12
3#5
3#5
NONE READ.
BB -I
8x16
1#7
-
-
NONE READ.
TYPICAL MA50NRY TIE BEAM CONT.
UNLESS NOTED OTHER 15E
(2) COURSES FILLED
L-1
bxb
-
-
-
NOW REQD.
CA5TCRETE H16H 5TRENGTH LINTEL.
UNFILLED
L-2
bxb
-
-
1#5
-"'_.
NOW REQD.
CA57CRETE H16H STRENGTH LINTEL
FILLED
L-3
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1#7
-
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GA57CRETE H16H 5TRENOTH LINTEL
(2) COURSES FILLED
L-4
bx24
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1#5
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CA57CRM H16H 5TREN57H LINTEL
(3) COURSES FILLED
L-5
bx42
1#7
-
1#5
#3 STIRRUPS
a 12" O.G.
GA5TCRETE H16H 5TREN6TH LINTEL
ALL COURSES FILLED
L-6
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1#7
-
1#5
NONE READ.
CA57CRM HIGH 5TREN5TH LINTEL
ALL COURSES FILLED
L-7
bx22
1#7
-
1#5
NONE READ.
CASTGRETE HIGH STRENGTH LINTEL
ALL GOVR5E-5 FILLED
L-b
6x36
#7
M-105
#3 STIRRUPS
a 12" O.G.
CA57CRETE H16H 5TRENSTH LINTEL
ALL COURSES FILLED
(3) 1612 TOE NAIL TAP.
EACH TR 65
(5) 160 TYP. J
EA. TRL55
(3)16D TYP.
EA. INTER5E017ION
p13� CONNECTION DETAIL
2,_0" MAX
PROVIDE 30# FELT BETWEEN RAKE
BEAM AND PLYWOOD SEAL ANY
V0105 W/ FIRE GAULKIN6 A5 NEEDED
a
(1) LAYER OF 516" FIRE RATED
PLYWOOD 4'-O" WIDE EA. 51DE OF
CENTER OF WALL
ROOF 5HEATHIN6 NAIL PER 5CHEDULE
10d at 6" o1c INTO 2x4 PT X CONT w/
0.145" DIA. x 2-1/2" L6 P.A.F. at IV O/G
I
CONT. b"x6" GONG. RAKED BEAM (RB-U
W/(2) #5 GONE MID.
FASTEN EACH CONT. LATERAL BRACE
l -
TO 2X4 P.T. W/(3) 16d NAILS
4
EXTEND VERT. 5TEEL AND HOOK INTO BEAM
CONT. 2X4 P.T. FASTEN TO WALL W/
114" x 3" L6. TAPC.ON5 a 12" O/C 7YPIGAL
.h
h
2x4 DIAGONAL BRACE RE5TRAINT
LOCATION AS SHOWN ON PLAN
2x4 LATERAL BRACING
LOCATION AS SHOWN ON PLAN
CONT. 2x6 P.T. BUCK FASTENED TO LINTEL5
W 1/49r7" L6. TAPCON5 a 12' O/G MAX.
AID TO BLOCK OR CON:.
W HILT) MI-62-Pb a b" O/C MAX
2X6 P.T. CROSS BLOCK REQUIRED ONLY IF
FREE E96E PIMEN51ON EXCEEDS 24'
SEE DIME 6ION. NAIL TO BUCK AT EACH
END W (4) Ibd NAILS.
1432 EXTERIOR SHEATHING
WPAPERBAGKED HI RIB METAL LATH
2X4 PT BLOCKS ALONG ARCH
NAIL TO PLYN P.. EACH END
WMW IOd x 1-I/2" COIL NAILS
NAIL SILL PLATE THROUGH
TO CROW BLOCK W2-16d NAILS
AT EACH TRUS5
FRAME KNEE WALL
2x4 STUDS a 24' 0/C
W 1932' EXT 5HEAT711146
TOE NAIL TRUss TO CAP
5/6" ROOF PLYWOOD W
KC-16d, 5
2x6 5P BLOGKIN& $ IOd
NAILS a 4' O/C
PRE -ENS. WOOD TRUSSES
SEE TYP. WALL SECTIONS
ACTUAL HEEL AID
OVERHANG CONDITIONS
5EE TRUSS CONNECTOR
_
SCHEDULE
214 1
5/6" ROOF PLYWOOD. NAIL
PER DIAPHRAGM SCHEDULE
PRE-EN6. WOOD TRUSSES SEE
TYP. WALL SECTION FOR
ACTUAL HEEL AND O.H.
CONDITIONS
USP RTl6 CLIP (b)
&d x 1-1,12' NAILS EA MEMBER
2x4 VERT. a 2b" O/G
NAIL TO TRUSS KtW Ibd NAILS
1432 EXT: PLYWD. SHEATHINS
NAIL PER DIAPHRAGM SCH!ZVLE
II II
I
< L IF PRE -ENS Wb. GIRDER V I EN
F�� { CONT 2x4 HORIZ NAIL TD VERT.
SECTION ELEV. VIEW W3)16d NAILS.
2X4 BLOCKS ALONG ARCH
MAX UPLIFT = 1030# NAIL TO PLYWD. EACH ENO
PI MAX
- # mW IOd x I-W, COIL NAILS
45
14/32 PLYWD W bd NAILS at b" 0/6 PRE -ENS' WOOD
ALL 3 SIDES ROOF TRU55 5EE
71E BEAM OR BOND BEAM 5EGTI ON
I I
CONNECTION DETAIL
TYPICAL TRU55
2x4 GR055 BLOCK 6 24" 0/C TIP.
TOE NAIL FA. END W(3) 16d NAILS
Io CONNECTION DETAIL
ALLOWABLE LDAD IO60 #/TRUSS UPLIFT
C
FRAMINS PLAIT
MA5OARY WALL
LATERAL LOAD = 6.4600
I2 CONNECTION DETAIL
u
5EGTION
PRE-EN6. WOOD TRUSSES
SEE TYP. WALL SECTION
FOR ACTUAL HEEL AND
O,H, CONDITION5
USP HOPT2 OR HI
FASTEN TO WALL W/NAILS
PER SCHEDULE A5 REGO.
FRAME BEARIN6 WALL
ELEV.
—STRAP DBL. TOP PLATE TO STUDS
W/ 'LISP" SPTH 4, b, OR 5 U-STRAP OVE
TOP PLATE AND DOM EACH 51DE
W/ (b) IOd NAILS (TYPICAL)
W/ WOOD STUDS a 16' O/G (PER PLAN)
—SOLID BLOGKIN& a 4'-0" O/O
VERT. MAX.
— STRAP PT BOTTOM PLATE TO STUDS
IN 'USP" SPTH 4, 6, OR 6 U-STRAP OVA
BOTTOM PLATE AND UP EACH SIDE
W (6) fOd NAILS (TYPICAL)
—5/b" NJE'D5E ANCHORS • 24" O/G
AND b" MAX. FROM OPENIN65
W/5"x5"xII STEEL WA5HER5
EMBED 4" MIN.
FLOOR SLAB
ALLOWABLE UPLIFT LOADS
FA57rNERI
TOTAL FASTENERS
SIZE
2
4
61
bl
10
12
ad
=0
440
660
I100
1320
IOd
265
535
800
Z
1065
10.1
1500
% CONNECTION DETAIL
5EE UPLIFT VALUE ON BRAGIN6 PLAN
AND TRUSS CONNECTOR SCHEDULE
516" ROOF PLYWOOD W 2x6 6P
BLOGKINS d IOd NAILS a 4' O/G
NAIL SILL PLATE THROUGH
TO TRU55 W316d NAILS
AT EACH TRU55
FRAME KNEE WALL
2x4 STUL75 a 24" O/O
W5/b' EXT SHEATHIN&
NAIL TRU55 TO GAP
W3-16d NAILS
CONY. 2X4 P.T. RIBBON
W HIL17 DNI-62-P6 a b' O/C MAX
PROVIDE 10d NAILS of 4" o%
INTO RIBBON PRIOR TO GRIGKETE
PRE -PAS ROOF TRUSS
a 24" 0/C
5/B' SLEEVE ANCHORS
a 12" 0/C 5TA66ERED
EMBED 2-1/2' MIN.
(2)2x12 P.T. WOOD
LEDGER •
OF T W26 W (0) 16d P-O"
NAILS TO LEDGER $
(12) I0dxV2" NAIL5 TO
TRUSS
SECTION ALuM. POUR STOP VIEW
FILL ALL COURSES
DOWN TO LEDGER
V61 CONNECTION DETAIL
VERIFY TRL55 4'
6ESIRDER TRUS5
USP TAIb TRUSS ANCHOR
WM-IOd NAILS
ONE STRAP EA. SIDE OF
GIRDER
MA50NRY COLUMN
W/ GONG. GAP
eMST
PROVIDE b" MIN. SPACING BETWEEN 57RAP5
CONNECTION DETAIL
ROOF 5HE:ATMN6 NAIL PER
SCHEDULE
2x4 DIACONAL BRACE
RESTRAINT LOCATION AS
500AN ON PLAN
0) 16D TTP.
TOE NAILS
(2) IOD TYF
EA. TRUSS
MFR PRIOR TO
PRE -ENS.
FABR.
WO. ORDER
I, I,
VERT. BLOCK
2x4 LATERAL BR4GIN6
TRU55 MFR
LOCATION AS SHOWN ON PLAN(2)
V2'
5/6" DIA.
�THR)-'T5BEARING
SABLE END FASTEN AT EA
POINTW TRUSSCONNECTOR
PER SC EDULE
Ti{W STEEL SEAT.
STEEL,
15 CONNECTION DETAIL
3A6"
STEEL COLUMN
SECTION 51DE VIEW SEESa LE
CONNECTION DETAIL
CONWI) FASTENERS OR ATTACHMENTS
STRAP D5L. TOP PLATE TO STUDS
W415P "5PT44,6 OR 6" STRAP OVER
TOP PLATE AND DOWN EACH SIDE
W/ (4) IOd NAILS (TYPICAL)
U5P LSTA 12 EACH SIDE
FASTEN TO STUDS AND HEADER
W(b) 10:i NAILS TYPICAL
HEADER OR 6.T.
SEE FRAMING PLAN
STRAP BOTTOM PLATE TO STUDS
W45P 'SPTH46 OR b" STRAP OVER
BOTTOM PLATE AND UP EACH SIDE
W/ (6) ad NAILS (TYPICAL)
50" WEDGE ANGHORS a 24" O/G
AND b" MAX. FROM OPENINSS
W5"x3"x1/4" STEEL WA5HER5
EMBED 4' MIN.
`—INTERIOR MONOLITHIC
FOOTING (SEE SGHEDJ
CANT. FA5G1
(MAX. UPLIFT 1500#)
8
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WBLLSECTTONI
NAIL TO SABLE
ENO 16da6
a/c
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SHEATHING
NAIL PER
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HANGER W (2) 3/4' DIA. H.A.
INTO CONY.. (4" MIN. EMBED) t
16-16d NAILS INTO GIRDER
I IS CONNECTION DETAIL
�. UPLIFT CAPACITY = 3"0 Urn
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f eENECESS OINSPECrONS
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revisions
no. date
(1) 155UED FOR PERMIT (A.LY) 02/05/05
designed N/A
drawn
G.T.D., A.L.Y.
checked
55D
date
02/25/04
scale
1/4" = 1'-0" (U.N.0)
job no.
05-0212.K5H
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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
ROOF
FRAMING
PLAN
sheet
A-5
of
BRACING NOTES:
I. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING
REWIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES
PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACING
AND NEB LATERAL BRACING REQUIREMENTS. TEMPORARY
BRACING 15 THE RESPONSIBILITY OF THE TRU55 INSTALLER
AND SHOULD REMAIN IN PLACE A5 LONG A5 NECESSARY FOR THE
SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR
(REF: HIB-91 SUMMARY SHEET).
2. PERMANENT NEB LATERAL BRAGIN6 15 TO BE INSTALLED A5
SHOWN ON THE INDIVIDUAL TRU55 ORAWIN55 (AEB LATERAL
BRACING 15 NOT SHOWN ON THIS SHEET). PERMANENT AEB
LATERAL BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL
MOVEMENT BY SOLID ANCHORAGE TO END WALLS, OR BY
PERMANENT 12IA60NAL BRACING MOT SHOWN) IN THE PLANE OF
THE NEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG
CONTINUOUS WEB BRACE. (REF: HIB-91, SEC.
3. PERMANENT DIA60NAL BRACING A5 SHOWN ON THIS SHEET DOES
NOT INCLUDE BRAGIN6 REWIRED FOR GABLE END -STUDS OR
BOTTOM CHORD OF GABLE END AT WALL. REFER TO STANDARD
CABLE END DETAIL FOR BRACING REQUIREMENTS.
4. ALL TOP CHORDS ARE AS-60,W TO BE SHEATHED, AND ALL
BOTTOM CHORDS BRACED BY A RIGID GEILINO SYSTEM REFER
TO INDIVIDUAL TRUSS ORAWIN65 FOR BRACING REQUIREMENTS
OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM
CHOP05.
5. REFER TO "HIB 91: COMMENTARY AND RECOMMENDATIONS FOR
HANDLING, INSTALLATION AND BRACING METAL PLATE
CONNECTED WOOD TRUSSL58APPENDIX G,FOR RECOMMENDED
SEQUENCE OF INSTALLING BRACING COMPONENTS.
6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRUSS 17E516N5
TO WITHSTAND 6RAV17Y AND MIND LOADINGS A5 WELL A5
GIRDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF
THE TRUSS DESIGNER. ANGHORA6E OF THE TRUSSES AND
GIRDERS TO THE SUPPORTING 5TRUCTURE TO WITHSTAND MIND
UPLIFT 15 THE RESPONSIBILITY OF THE PRO.ECT ENGINEER OR
ARCHITECT.
REQUIREMENTS OF 2001 FBC.
BRACING LEGEND:
XPERMANENT 2x4 OIAOONAL BRACING IN THE PLANE OF
THE NEAREST NEB MEMBER CONNECTION WITH 1-16d
NAILS IN EACH WEB IN AT LEAST (3) TRUSSES AT
APPROXIMATELY 45 DEGREE ANGLE (REF: HI13441, FIG.
37 38 4 3N.
HORIZONTAL BRIDGING WPM A MINIMUM 2x6 5TRONOBACK
CONNECTION TO EACH TRUSS WITH 3-10d NAILS AND
ATTACHED TO AALL5 OR OTHER RIGID POINT AT EACH
END (REF: HI5-11, SEC. 132.3.2). PROVIDE
OVERLAP OF AT LEA57 (3) TRUSSES (FLOORS ONLY).
PERMANENT 2x4 BRACING IN THE PLANE OF THE
STRUCTURAL BOTTOM CHORD OF THE TRU55. CONNECT
WITH 2-IOd NAILS IN EACH TRU55 (ROOF ONLY).
n ZONES 1 4 2
(5EE DIAPHRAGM SCHEDULE)
ZONE 3
(SEE DIAPHRAGM SCHEDULE)
BRACING DETAILS:
51"17-Tfim-
COMPRESSION NEB
45" SLOPING OR VERTICAL
CONTINUOUS PERMANENT
LATERAL BRACING (C.L.B)
PERMANENT OIA60NAL
BRACE NAILED TO OPP.
SIDE OF NEB PREVENTS
LATERAL MOVEMENT AND
SHOULD BE REPEATED
AT APPROX 20 FOOT
INTERVALS
CEILING
FIGURE 36: PERMANENT DIAGONAL
BRACING IN THE PLANE OF THE NEB MEMBERS
PERMANENT OR033
BRACING
FIGURE 37. PERMANENT BRACING IN THE
PLANE OF THE NEB5 FOR PITCHED TRU55E5
HORIZONTAL BRIDGING WITH A MINIMUM 2x6
5TRON6BACK CONNECTION TO EACH TRUSS AITH
3-I0d NAILS AND ATTACHED TO WALL5 OR OTHER
RIGID POINT AT EACH END (REF: HIB-T, SEC.
13.2.3.2). PROVIDE OVERLAP OF AT LEAST (3)
TRUSSES (FLOORS ONLY).
5EE PLAN
FIGURE 36: PERMANENT BRACING IN THE PLANE
OF THE WEBS FOR PARALLEL CHORD TRUSSES
LATERAL BRACE
PERMANENT WEB
DIAGONAL CRO55
BRACING
GROUP OF WOOD
TRUSSES
(WEB MEMBERS)
LATERAL BRACE
TRU55 GONNi=CTOR 5GHEDULF-
MARK
SIMP50N
CONNECTOR
FASTTVE
TRUSS
PER
GONGl17E-BEAM
ALLOWABLE UPLIFT
SINGLE DOUBLE
STRAP STRAP
PARALLEL LOAD (F2)
SINGLE DOUBLE
STRAP STRAP
PERFEW. LOAD (FI)
5WrALE DOUBLE
STRAP STRAP
TG-I
HETA 12
(TI 10d x 1-1/2"
-
1265 #
-
335 #
-
WO #
-
TG-1
HETA 16
(9) IOd x 1-112"
-
1630 #
-
335 #
-
3B0 #
-
TC-3
I HETA 20
00)10d x 1-112"
-
010 #
-
335 #
-
MO #
-
TC-4
(2) HETA 20
02) 10d x 1-112"
-
2035 #
-
1225 #
-
1520 #
TC-9
HM9KT
(4) 5D5 1/4" x Fw1
(5) TITEN 114" x 2-114"
595 #
-
425 #
-
200 #
-
1) ALLOXABLE LOADS ARE BASFD ON SIMP50N OATAL06 C-2004. 2) M.M MAY III LONSER STRAPS OF SAME TYPE SPEOIPIEO. �/ usr= sni-vnr+ltci rvnu.o
SPECIFIED BY MANFArnRER. 4) TAPLONS SHOMD BE LOCATED AT TFIE FART937 POINT FROM THE TOP OF TIE BEAM.
a: EDOE 5TRIP DEFINED A5 THE LESSER OF 103b
OF LEAST HORIZONTAL DIMENSION OF BUILDING
OR 40% OF HE16HT H BUT NOT LESS THAN 4% OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND �__-----_T
AT LEAST 3 FT. >>
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SCHEDULE FOR ROOF /> T-
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REQUIREMENTS.
ROOF ZONE DIAGRAM
N
V
221,
BLOCK ALL FREE PANEL EDGES
4'-0" OF GABLE ENDS AND NAIL
ZONE 5. (SEE DIAPHRAGM SGHE1
22I
#3 STIRRUPS •
12" O/G T.D.
9�
i.:
/r
Il
DIAPHRAGM SCHEDULE
LOCATION
PANEL 6RADE
PANEL
THICKNESS
FRAMING
SPACING
DIAPHRAGM NAILING
REMARKS
DIAPHRAGM
ZONE 1
ZONE 2
ZONE 3
SW ORIE5
EDGE I
INTER.
EDGE
INTER.
EDGE
INTER.
ROOF
PALM
BEACH
APA RATED SFEATHIN6
EXPOSURE I, OR EQUAL
SPAN RATING 40120
1"2"
24' O/C
MAX.
Ial
600
IOd
6" O/C
IOd
6' O/C
IOd
6' O/G
IOd
6' 0/G
IOd
4" O/G
IOd
4" O/G
BLOCKED A5
SHOWN ON PLAN
EXT.
NALL
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RATING 40120
1"2
16" O/C
MAX.
IOd
4' 0/C
IOd
4" O/C
IOd
6' 0/G
NAIL CORNER -S71D5
AT 4" O/G MAX. TYPICAL
BLOCK FREE EDGES
RAKE GONG. BEAM SEE
56HEOULE- MATCH ROOF
PITCH —%
IJ TOP, MIDDLE, 3 BOT. BARS
L 48 BAR VIA. MIN. LAP 5PLIGE
8x8 LINTEL.
K/ 1- #5 CONT. j
'---------------------- I
VERT. COL. BAR EXTENDS AND LAP
TO TOP BARS OF RAKE BEAM A/
5TANDARD LAP
�— COLUMN 5EE 5GHE0UL.E--**40
RAKE BEAM, PATIO
N.T.5.
COMM FASTENERS OR ATTACH6l A
APE THE RESPONSIBIM OF THE
2x4 DIAGONAL BRACE RE5TRAINT, 000p� CO,NTMCTOROFCf:n,n
ARffSFP�NSgy
BE EDayFF A,1yOpR,9 01A,0,y0R
°pMF`yfcESSgRy�NspFORs°NS
pVoc Omar
revisions
no. date
(1) 155UED FOR PERMIT (AL.Y) 02/0&/05
designed
N/A
drawn
O.T.D., A.L.Y.
checked
55D
date
02/25/04
scale
1/4" = I'-0" (U.N.0)
job no.
05-0272.K5H
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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
ROOF
BRACING
PLAN
sheet
A-6
FIGURE 3N: PERMANENT BRACING
IN THE PLANE OF THE NIEES
f
u
6
of
PH. (772) 286-3700
FAX (772) 288-4234
40' 1
1' 4
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ma-
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1' 4'
4"Y
TOP ❑E WALL @ 10`1// A,E
TOP OF WALL @ 17`1" A,F
5/12 VAULTED CEILING
N❑TE
ALL TRUSS-T❑-TRUSS HANGERS ARE HUS26 U❑,S,
82'-0"
OVERHANGS
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& 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 ABR CATOR IS RESPONSIBILE FOR NOTIFYING TRUSS
GENERAL CONTRACTOR IN WRITING OF ANY
DEVIATION
ERAL CONTRACTORCISIRESPONS1
UT THE
GENERAL BLE FOR
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 / Till // W�TCA 4.2002
APPROVED'WITH C MT ;NSTAKE
REVISE AS NOTED; RESUBMIT
REJECTED• C MMENTS AS NOTED
7 1
NOTE:
THE ENGINEERED TRUSS DRAWINGS
HAVE PRIORITY OVER THE TRUSS LAYDUT,
SEE DRAWINGS FOR GIRDER PLYS AND
REACTIONS
MULTIPLE PLY TRUSSES MUST BE NAILED DR
BOLTED TOGETHER (PER ENG, TRUSS DWGSJ
BEFORE THEY ARE ERECTED,
TRUSS TO TRUSS CONNECTORS THAT
EXCEED THE STANDARD HANGER SPECS,
ARE THE RESPONSIBILITY OF THE BUILDER.
Roof and Floor Truss System
4175 Martin Highway
Palm City, FL 34990
NOTE
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 INDIVIDUAL TRUSS
DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE
AUTH❑RIZATI❑N AGREEMENT
TRUSSES CANNOT BE FABRICATED UNTIL THIS
AGREEMENT HAS BEEN SIGNED AND RETURNED
THE LEGAL BESCRIPTION OF THE PROPERTY WHERE THE TRUSSES WILL BE INSTALLER IS:
THE UNDERSIGNED ACKNOWLEDGES AND AGREES,
L TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS LAYOUT, WHICH IS THE SOLE AUTHORITY FOR
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 W. KOST, INC. WITHIN TEN (10) DAYS OF DATE
OF BELIVERY THE UN➢ERSIGNE➢ AGREES THAT NO BACKCHARGES WILL BE ALLOWE➢, IN THE EVENT SUCH WRITTEN
NOTICE IS FURNISHED, W. 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,
S. DELIVERY IS TO .OB SITE. IT IS THE BUYERS RESPONSIBLITY TO MAKE THE JOB SITE SUITABLE FOR DELIVERY
V. KOST, INC. HAS THE SOLE AUTHORITY TO DETERMINE THE SUITABILITY OF THE JOB SITE OR A PORTION OF THE
JOB SITE FOR DELIVERY. V. ROST, INC. WILL BE RESPONSIBLE FOR DUMP ➢ELIVERY ON,Y. THE BUYER IS RESPONSIBLE
FOR ANY ADDITIONAL DELIVERY EXPENSES IF V. MST, INC. HAS TO REDELIVER BECAUSE JOB SITE IS NOT PREPARED
FOR DELIVERY OF TRUSSES. BUYER WILL ALSO BE RESPONSIBLE FOR ANY TOWING CHARGES DUE TO SITE CONDITIONS.
6. PRICE AS SXOVN IN PARAGRAPH ] IS 60BJECT TO CHANGE IF ANY CHANGES ARE MADE TO TNIS LAYOUT.
J. THIS IS A PURCHASE ORDER TO V. KDST, INC. OF THE SUM OF f WHICH INCLUDES SALES TAX.
INVOICE VILL BE MADE ON DELIVERY AND WILL BE PAID WITHIN TERMS AS REQUIRED BY W. KOST, INC. MANAGEMENT,
INVOICE My BE MADE AT SCHEDULED DATE OF DELIVERY IF BUYER CANNOT ACCEPT DELIVERY OF FABRICATED
TRUSSES. THE UNDERSIGNED AGREES TO PAY W. KOST, INC. REASONABLE ATTORNEY'S FEE FOR COLLECTIONS, IN
THE EVENT PAYMENT IS NOT RECEIVED WITHIN TERMS, 1 1/2X PER MONTH SERVICE CHARGE WILL BE ADDED TO ALL
OUTSTANDING BALANCES.
8. 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 MY SUCH ACTION WILL BE
MARTIN COUNTY, FLORIDA.
BA
D❑ NOT CUT ❑R ALTER THESE
TRUSSES IN ANY WAY WITH❑UT
FIRST C❑NSULTING A W. KUST
REPRESENTATIVE
ROOF DESIGN LADS
(PSF)
T❑P CH❑RD LIVE
20
TEP CH❑RD DEAD
15
B❑T, CHORD LIVE
10
B❑T, CHORD DEAD
10
TOTAL DESIGN LOAD
55
STRESS INCREASE
133
WIND LOAD
120 MPH
ASCE
7-98
CATEGERY
"B"
STATUS
CLOSED
2X6 HEEL
12
5
B" BLOCK
1' 4" BEARING WALL
LUMB CUT OH
TYPICAL END DETAIL
SCALES 3/4°=1'0"
TRUSS PLACEMENT PLAN FOR
TAIRVIEW// MERIT,
WYC❑FF/ RICE RESIDENCE
L❑T 137, MAIDST❑NE
ST LUCIE WEST, FLORIDA
( FAIRVIEW MEDITERRANEAN 5/12 PITCH )
PLAN SCALE 1/4"=1'0"
34986
(GARAGE RIGHT)
JOB# 35556
revisions
no. date
(1) 159UED FOR PERMIT (A.L.Y.) 02/oa/05
(1) SETS OF (3) *210 AA6. THMN
IN 1-112" CONDUIT
(1)SET OF (3) 0210 A1,46. TMMN
IN 1-112" CONDUIT
1 #4 a 00. AIRE TO COLD MATER PIPE AND
I-5/B" 6DX 10, Co SUPPLEMENTAL 6ROUN12 ROD
AND TO ONE REINFORCEIN6 BAR IN
THE FOUNDATION 20'-0" LONG MIN.
ELECTRICAL RISER DIAGRAM
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDEN50R UNIT LOAD.
B. GENERAL LIGHTING CALCULATED a 2oV (50FT) x 3
(WAT75/50.FT) = 6267 / II (GEN.LT6.CIR) = 570 (WATT5/EA)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CA-05. ONL`(.
NOTE:
ADD (1) HUMID57A7, LOGATION
TO BE DETERMINED 5Y BUILDER
AND OWNER.
r— — — —
I
— — — — — —
J
200 AMP ELEC. PANEL "A° 107000 AIC RATED
GIRD.
DESCRIPTION
POLE
BKR
WIRE
KVA.
100%
100%
KVA.
WIRE
BKR
POLE:
DESCRIPTION
GIRD.
---
AHU HEAT STRIP #I
-----------
2
---
b0
--
- b-
_0--10.0
O --O
------
b
---
40
--
2
---
COMPRESSOR #1
----------------
2
3
5
RANGE
-----------
2
---
50
--
b
---
12.0
------
O
O -
------
5.0
10
---
50
--
2
---
DRYER -- ---
-----------
6
7
---
---
q
WATER HEATER
-----------
2
---
25
--
10
---
4.5
------
0
O
1.5
12
20
1
WASHER
10
II
---
O
------
1.2
12
---
20
--
---
DISHWASHER
-----------
— 12
13
---
MICRO WAVE
-----------
1
---
20
--
12
---
1.5
------
O
O
------
0.5
12
---
20
--
1
---
BATH GFI RECEPT.
-----------
— 14
15
REFRIGERATOR
— 1 —
20
12
1.2
O
O
—1.5—
12
20
1
SMALL APPLIANCE
— 16
1-1
1 KITCHEN LIGHTING
— I —
IS
14
0.5-1
— O
O --15—
12
20
1
SMALL APPLIANCE
— IS
1qI
GARBAGE DISP05AL
I
20
12
1.0--
O
O
0.4
12
20
1
O.H. DOOR OPENER
20
— 21-1
GENERAL LIGHTING
-----------
— 1 —
15
--
14
---
0.5'1
---
O
--
O
--
057
---
14
---
15
--
1
--------------------
GENERAL LIGHTING
22
GENERAL LIGHTING
— 1—
—15
— 14
057
O
O
—0.57
14
15
1
GENERAL LIGHTING
24
251
GENERAL LIGHTING
— 1 —
—15
— 14
057
O
0
—057
14
15
1
GENERAL LIGHTING
2b
27I
---
GENERAL LIGHTING
-----------
1
---
15
--
14
-----------------------------------------------
057
O
O
057
14
15
1
GENERAL LIGHTING
25
I GENERAL LIGHTING
— 1—
—15
— 14
0.51
— O
O
—057
14
IS
GE ILING FANS—
50
31
------
------
---
--
---
-----------
—32
33
35
37
3q
O
O
0
0
1
SPACE
40
41
0
O
O
0
1
SPACE
42
SUB TOTAL
23.62
10.0
1 O
14.45
SUB TOTAL
TOTAL (NO A/0) 55.07
let 10,000 at 100% = 10.00
REMAINDER AT 40% = 11.25 eSEF
A/C LOAD AT 65% = 6.5 4zS(/NSANp
TOT L = 27.-13 x 1000 / 240 = 115.54 AMP5 THIS PANEL
designed wA
drawn
G.T.D., A.L.Y.
checked
SUP
date
o2/25/04
scale
1/4" = 1'-0" (U.N.0)
job no.
05-02,2.K5H
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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
ELECTRICAL
PLAN
sheet
A-7
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