HomeMy WebLinkAbout0504-0180 BUILDING PLANS32'-11" 14'-9"
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\\ \\ A INDICATES 1 #5 DOWEL IN I
GROUT FILLED CELLS WITH I
\ \ HOOK AT AND TIE
\ \ BEAM. BARR LAP LAP MUST BE 25"
\ \ MIN. 13%0" O.C. MAX. SPREAD. 1
` \\ CONCRETE SLAB
\ \\ I 4" SLAB WITH 6X6 #10/10 W.W.M. (2500 P.S.I.) r'
\ `\ (FIBER MESH OPT.) OVER 6 MIL VAPOR BARRIER
\ \ T/1� NNCLEAN COMPACTED TERMITE TREATED FILL.
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WINDOW SCHEDULE CAST CRETE LINTEL SCHEDULE
® LENTH SAFE LOAD LBS/LIN.FT.
SIZE NAILING FILLED COMPOSITE Ti68
A 36"x63 S.H. 10 8D NAILS 4'-O" 6039
B 36"x38" S.H. 10 8D NAILS 4'-6" 6039 C
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C 26"x26" S.H. 10 8D NAILS 5'-4" 5057 \�
D 48"x50" S.H. 10 8D NAIL) 6'-6" 3396 �-----------------� C E 26"x50" S.H. 10 8D NAILS 7'-6" 2610
9'-4" 1818 SCAN
11'-4" 1365 ;..
12 ' - 0 " 1254 \ St Lucie
13'-4" 1076 `
14 ' - 0 " 10 0 3 \ ` N 79°30'00" E 65.00' `
14'-8" 1370
15' -4" 1250
950 s so
NOTE: �$ m
REVIEWED & APPROVED PGT IMPACT FILLED LINTELS: ----�
RESISTANT SINGLE HUNG WINDOWS & DOORS BOTH PRECAST LINTELS AND PERIMETER BEAM I �` o�� $ \
FOR THIS STRUCTURE. AS DRAWN ON PLAN. HAVE 1 #5 CONTINUOUS.
APPROVED 30 YEAR GAF ARCHITECTURAL
N7930'00"E65.00'
SHINGLES FOR THIS STRUCTURE.
DESIGN PARAMETERS THFSFp//,,
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CODE EDITION:
\ \ �gy6P ' ByFj 41yC SIMPSON SP40R FLORIDA BUILDING CODE 2001 ' �` �,1p NE FS F(D/NS
SP1 BOTTOM ° CHAPTER 6 OF ASCE 7-98 i \e 0 (Y C S p
OCCUPANCY CATEGORY:
qAY
1/2" WEDGE ANCHOR ❑ npL
IL EVERY 48" D.C. TO EXPOSURE CATEGORY: C p(�Cq�`�r0
x 2"x4"P.T.BOTTOMPLATE BASIC WIND PRESSURE: -33 PSF
N BASIC WIND SPEED: 140 MPH �S
INTERNAL PRESSURE
COEFFICIENT = ±0.18
LEGAL DESCRIPTION
DOORS & WINDOWS:
(EDGE ZONE)
+45.5 PSF
-59.4 PSF
LOT 390, NETTLES ISLAND PROJECT,
o
-
°.
MINIMUM GRADE LUMBER
TO BE NO. 2 OR
NETTLES ISLAND, PLAT HOOK 16,
PAGE 1G, PUBLIC RECORDS
f#5REBAR
BETTER. RIDGE VENT
23' WITH CONTINUOUS
OF ST, LUCIE COUNTY, FLORIDA.
joNr.
SOFFIT VENT.
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.006 MIL VAPOR BARRIER ON CLEAN
NOTE THIS
IS NOT A SURVEY.
COMPACTED TERMITE TREATED FILL.
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8'-6"
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ELEV.F-10",�
FINISH FLOOR
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ELEV.8'-0"
FLOOD ZONE
III
III
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.006 MIL VAPOR BARRIER ON
CLEAN COMPACTED TERMITE
TREATED FILL.Ilk
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CLEAN COMPACTED TERMITE
.006 MIL VAPOR BARRIER ARRIER ON
TREATED FILL.
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TREATED FILL
CLEAN COMPACTED TERMITE
TREATED FILL.
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(3) 05 RODS CONT. ON
20
(3) #5 RODS CONT. ON
CHAIRS WITH CORNER BENDS
CHAIRS WITH CORNER BENDS
.006 MIL VAPOR BARRIER ON
CLEAN COMPACTED TERMITE
TREATED FILL.
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ELEV.6'+4"
\qrFINISH SLAB
FINISH SLAB
.006 MIL VAPOR BARRIER ON
CLEAN COMPACTED TERMITE
TREATED FILL.
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.006 MIL VAPOR BARRIER ON -� a
CLEAN COMPACTED TERMITE
TREATED FILL. ,
ELEV. V-10"
Y FINISH FLOOR
ot ELEV. 8'-0"
FLOOD ZONE
a y a.
.006 MIL VAPOR BARRIER ON $
CLEAN COMPACTED TERMITE TERMITE TREATMENT
TREATED FILL.
d o
(3)#5 RODS GOUT. ON REQUIRED
CHAIRS WITH CORNER BENDS
ELEV.6'-4"
FINISH SLAB
OL ELEV. 8'4'
FLOOD ZONE
--�Y \_ (3) #5 RODS CONT. ON
CHAIRS WITH CORNER BENDS
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FLOOD ZONE
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.006 MIL VAPOR BARRIER ON a ••
CLEAN COMPACTED TERMITE ,
TREATED FILL.
ELEV. 6'-0"
FINISH SLAB
#5 RODSON
C
1 -8 CHAIRS WITHH CORONT.NER
CORNEE
R BENDS
SCALE- 3/4' = 1'-0'
HANDRAIL 1 1/4"
Z WITH GRIP. EXTERIOR
M 36" HIGH 4" O.C.
ION
THIS STRUCTURE HAS BEEN DESIGNED
AND REVIEWED FOR COMPLIANCE OF
FBC 1606.1.4 FOR ONE OF THE FOLLOWING:
INTERNAL WIND PRESSURE
WINDBORNE DEBRIS PROTECTION
i
IMPACT RESISTANCE GLAZING
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mt.)
- U/ n v
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO PLI CE
REVIEWE B
DATE 10
PLA S AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
4A�O.
TO APPROVED
SEWER SYSTEM
GENERAL NOTES:
6. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF
1. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS
GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH. CLEANOUTS
ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS,
SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND
2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.
BEFORE GROUTING.
3. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE
FOUNDATION NOTES:
STARTING WORK. THE BUILDER SHALL ACCEPT FULL
RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED
1. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN
IMMEDIATELY IN WRITING TO THE ARCHITECT. BACK CHARGES WILL
COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR
NOT BE ACCEPTED. DO NOT SCALE DRAWINGS.
WITH A MINIMUM OF FOUR PASSES TO THE EXISTING GROUND,
4. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL
2. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH
OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
6"x6" #10/10 W.W.M. OR FIBER MESH ON 0.006 VISQUEEN (OR
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER
EQUAL) ON CLEAN WELL COMPACTED FILL PRE TREATED FOR
STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING
TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER
COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY
HALF OF THE SLAB DEPTH AND MUST BE SUPPORTED AT 3'-0"
SECTION II. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES
O.C. EACH WAY WITH APPROVED MATERIALS.
SHALL COMPLY WITH WITH THE HIGH VELOCITY HURRICANE ZONE
3. SLAB AND FOOTING CONCRETE SHALL BE A MINIMUM OF 2500
(HVHZ) SECTIONS OF THE F.B.C.
P.S.I. @ 28 DAYS.
4. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED.
5. ALL REINFORCING BARS, DOWELS AND TIES SHALL CONFORM
PLAN NOTES:
WITH ASTM - 6115 AND SHALL BE FREE OF DIRT OR MUD.
1. PROVIDE 3" STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT
6. ALL REINFORCING SHALL BE PLACED AND SECURELY TIED IN
OF ALL EQUIPMENT (HVAC, EHW, WASHER/DRYER) LOCATED IN THE
PLACED SUFFICIENTLY AHEAD OF PLACING CONCRETE TO
GARAGE AT FLOOR LEVEL PER F.B.C. MECHANICAL CODE.
ALLOW INSPECTION AND CORRECTION, IF NECESSARY,
2. ALL GLAZING WITHIN 24" (48" IN HVHZ) AND PARALLEL TO A DOOR
WITHOUT DELAYING THE CONCRETING OPERATION.
SHALL BE TEMPERED. ALL WINDOWS, MIRRORS OR GLASS
7. ALL DOWELS & VERTICAL BARS ARE #5 UNLESS NOTED AS
ENCLOSURES AT OR WITHIN 36" . F TUBS AND SHOWERS WITH
#4
SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL
# BARS: 25" LAP SPLICE W/ 10" HOOK
GLASS IN SIDELIGHTS, SLIDING GLASS DOORS AND FRENCH DOORS
#7 BARS: 35" LAP SPLICE W/ 14" HOOK
SHALL BE TEMPERED.
8. SPLICES SHALL BE 48 BAR DIAMETERS AND CONTINUOUS
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT
AROUND ALL CORNERS AND CHANGES IN DIRECTION. CORNER
BARS SHALL BE 48 BAR DIAMETERS EACH WAY.
THE USE OF TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMAL NET
9, IMBED DOWELS 6" IN CONCRETE.
OPENING OF 24" HIGH, 20" WIDE, AND MIN, NET AREA OF 5.7 S.F. FOR
10. VERTICAL BARS TO EXTEND TO TOP STEEL WITH HOOK.
2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE
(SEE NOTE 7 FOR SIZES OF HOOK)
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE
FLOOR, LATCH AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE IS
CONCRETE NOTES:
MORE THAN A 4'4' DROP, THE SILL SHALL BE NO LESS THAN 36" A.F.F.
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE
OR PROVIDE AN APPROVED SAFEGUARD.
2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS (UNLESS NOTED
4. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.C.
OTHERWISE). ALL CONCRETE WORK SHALL BE IN ACCORDANCE
SECTION 2413 UNLESS THE EXTERIOR WALL COMPONENTS OF THE
WITH ACI 318-99 AND ACI 301-99. ALL CONCRETE MASONRY
ENCLOSED BUILDING HAS SPECIFIC PRODUCT APPROVAL TO
WORK SHALL BE IN ACCORDANCE WITH ACI 530-99.
PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE:
LOADS AS SET FORTH IN CHAPTER 16.
SLABS ON VAPOR BARRIER - 3/4"
5. PICKETS AT STAIRS, LANDINGS & BALCONIES SHALL BE SPACED
BEAMS AND COLUMNS - 1 1/2"
TO PREVENT PASSAGE OF A 4" DIAMETER SPHERE.
FORMED CONCRETE BELOW GRADE - 2"
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY
UNIFORMED CONCRETE BELOW GRADE - 3".
BE DUCTED. JUMPERS OR TRANSFER GRILLES.
3. REINFORCING STEEL: GRADE 60 (FY = 60.000) ASTM A615-94.
7. A/C PADS SHALL BE MIN. 6" THICK, BE A MINIMUM 4'-0" x 4'-0" PAD
4. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH
FOR A SINGLE UNIT AND MINIMUM 4'-0" x 9'-0" PAD FOR DOUBLE UNIT.
SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS
8. HVAC MUST BRING A 4"0 FRESH AIR INLET INTO SYSTEM.
ABOVE.
5. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN.
MASONRY NOTES:
WHERE SPLICE) AND SHALL BE WIRED TOGETHER. PROVIDE
CORNER BARS SAME SIZE AND NUMBER AS HORIZONTAL BEAM
1. CONCRETE UNITS TO BE ASTM C 90-90, ASTM GRADES NI OR Nil.
REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI)
2. MORTAR TYPE M PER ASTM C 270-92,
STRUCTURE FIRE PROTECTION IN ACCORDANCE
3. CONCRETE FILL
WITH SBCCI 1997 STANDARD BUILDING CODE 709
A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL
CALCULATED FIRE RESISTANCE
BE FILLED W/3000 PSI PEA GRAVEL CONCRETE,
B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER,
C. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY, WHICH
THE ONE HOUR FIRE RATED ASSEMBLY PROPOSED IS THE
MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS
ADDITION OF THE MATERIAL IDENTIFIED AS "DENS -GLASS GOLD"
POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE
WHICH IS RATED FOR ONE HOUR FIRE PROTECTION. SEE
CONSTITUENT PARTS.
ATTACHED CUT SHEET FROM THE MANUFACTURER AND LISTED
4. REINFORCING
BELOW THE WINDOW OPENINGS OF THE SIDEWALLS ARE LESS
THAN 10% OF THE SIDEWALL AREAS.
VERTICAL:
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
RIGHT SIDE WINDOW OPENINGS = 3.8%
B. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM
LEFT SIDE WINDOW OPENINGS = 3.8%
CLEARANCE OF ONE-HALF INCH FROM THE MASONRY.
QUOTING FROM THE CUT SHEET:
C. VERTICAL REINFORCING EACH SIDE OF ANY OPENING,
IF REQUIRED, SHALL BE CONTINUOUS TO THE TIE BEAM.
PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW
FIRE PROTECTION "DENS -GLASS GOLD" IS NON-COMBUSTIBLE
REINFORCING BARS TO CONTINUE UNINTERRUPTED.
(AS TESTED PER ASTM E-136). SO IT OFFERS BETTER PROTECTION
AGAINST BURNING TEST (PERFORMED IN ACCORDANCE WITH
5. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE
ASTM E-84) SHOW DENS -GLASS GOLD PANELS PROVIDE ZERO
VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR,
FLAME SPREAD AND ZERO SMOKE DEVELOPMENT. TEST OF 5/8"
UNOBSTRUCTED CONTINUOUS CELL,
DENS -GLASS GOLD FIRESTOP. TYPE'X' (PREFORMED IN
ACCORDANCE WITH ASTM E-191) QUALIFIES FOR A ONE HOUR FIRE
RESISTANT CONSTRUCTION (UL 337).
MY SIGNATURE AND SEAL HEREBY CERTIFIES THAT THIS MATERIAL
AREA SCHEDULE
APPLIED TO THE WALL WILL COMPLY WITH THE INTENT OF THE
ONE HOUR FIRE RATING REQUIREMENTS.
1st FLOOR AREA
CARPORT
STORAGE ROOM
620
203
211
S.F.
S.F.
S.F.
TOTAL 1st FLOOR AREA
1,034
S.F.
2nd FLOOR AREA
FRONT PORCH
370
35
S.F.
S.F.
TOTAL 2nd FLOOR AREA
405
S.F.
TOTAL FLOOR AREA
1,439
S.F.
LIVING AREA UNDER .AIR
990
S.F.
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION WAS
PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND
THAT I AM A DULYREGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF FLORIDA AS
SIGNIFIED BY MY (HAND AND
SEAL.
15'-221"
. I Q• 0
(2) FULL SPAN
PRE-FAB & PRE-ENGINEERED
\
WOOD GIRDER TRUSS BY TRUSS
MANUFACTURER. GIRDER TO BE
DESIGNED FOR A UNIFORMLY
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r LUUN MAMNU rLAN SCALE:1/4' = T-0"
ALL HEADERS ARE 2"x8" TOP & BOTTOM FLOORS. (SEE SHEET 3)
OSLEEPING ROOMS PROVIDE AN EGRESS
NDOW WITH A NET CLEAR OPENING
SG. FT FOR GROUND FLOORS,
SaE`T SQ Ff. FOR UPPER FLOORS, OPENINGS
NOT BE LESS THAN 24'H OR INGS
MORE THAN 44" ABOVE FLOOR
ARCHITECTUAL SHINGLES OVER 30# FELT
PAPER ATTACHED TO 5/8" COX PLYWOOD
NAIL 8D 4" ON SEAM, 6" IN FIELD
ON ENGINEERED TRUSSES 24" O.C.
12
ROOF
SLOPE 3
SIMPSON MTS16 EVERY
RAFTER NAIL 14 - 10D
\ F 1000# UPLIFT
DBL. 2" X 6" TOP PLATES W/ DRIPEDGE OVER 2"x6" SUB
SIMPSON SP2 EACH STUD FASCIA W/ ALUM. FASCIA&
NAIL 12 - IOD EACH, 890# UPLIFT VENTED VINYL SOFFIT
IMF\\_
5/8" DRY WALL
TYPE'X'
(TYPICAL)
ACCORETTE STUCCO ON 5/8" DENS
GLASS ON "TYVEK" ON 1/2" CDX
NAILED 4" ON SEAM & 8" IN FIELD ON
2" X 6" WOOD STUDS 16" O.C. W/ R-19
INSUL.
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MOLDING NAIL 10 - 10D x 1 1/2",
1810#UPLIFIFT
-- - - --
F____ ____---- _____ _____ _____.
FRAMING NOTES:
1. THE TRUSS LAYOUT SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE.
HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER
THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL
THE FINAL TRUSS DESIGNERS LAYOUT.
2. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED
TO THIS OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS
CONNECTIONS AS PAST OF THE DESIGN,
3. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS
AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA
REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING
TWO (2) COPIES FOR ARCHITECTS REVIEW PRIOR TO FABRICATION. REVIEW OF
TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY
RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A
LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS
COMPANY SHALL NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS
OF CONCERN.
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ne
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ARCHITECTUAL SHINGLES OVER 3q# FELT
PAPER ATTACHED TO 5/8" CDX PLYWOOD
NAIL 8D 4" ON SEAM, 6" IN FIELD
ON ENGINEERED TRUSSES 24" O.C..
12
ROOF
SLOPE 3
Q.
TOP I R-30 BATT.
DBL. 2" X 6" TOP PLATES W/
SIMPSON SP2 EACH STUD
NAIL 12 - 10D EACH, 890# UPLIFT
5/8" DRYWALL
TYPE'X'
2"X6" SOLE PLATE P.T.
314" T & G PLYWOOD GLUE &
SCREW TO 2" X 8" WOOD JOISTS MOLDINI
16" O.C. W/ R-19 INSULATION
IN CARPORT AREA USE 1/2" CDX
PLYWOOD W/ DENS -GLASS & STUCCO
FINISHED.
(2) 8"x8"x16"
BEAM BLOCK
(2) #50 CONT.
8"x8"x16"
CONC. BLOCK
___ ___ -______-_____
4. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC.
EQUIPMENT. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION
AND INDICATE ON TRUSS DRAWINGS. THE BUILDER SHALL BE RESPONSIBLE
FOR THE COMPLETE COORDINATION BETWEEN THE TRUSS DESIGN AND AIR
CONDITIONING DESIGN REQUIREMENTS,
5. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP
AND BOTTOM EACH STUD, AS PER CODE.
6. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE'TIMBER
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION.
7. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE
TREATED, PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE
CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
8. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL
SUPERIMPOSED WIND LOADS PER F.B.C. 2001,
SIMPSON MTS16 EVERY
RAFTER NAIL 14 - 10D
1000# UPLIFT
(TYPICAL)
SCANNED
I* i_uce 001301
DRIPEDGE OVER 2"x6" SUB
FASCIA W/ ALUM. FASCIA &
VENTED VINYL SOFFIT
ACCORETTE STUCCO ON 5/8" DENS
GLASS ON "TYVEK" ON 1/2" CDX
NAILED 4" ON SEAM & 8" IN FIELD ON
2" X 6" WOOD STUDS 16" O.C. W/ R-19
INSUL.
ob F.F.E. 15'-1"
2nd FLOOR
1�`HETA40 SIMPSON 16" O.C.
EMBEDDED 4"
NAIL 10 - 1OD x 1 1/2",
1810# UPLIFT
_ ELEV. B'-O"
FLOOD ZONE
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CHECKED BY
DATE
02-08-05
SCALE
1/4"-1'-0"
JOB No.
04-197
SHEET SHEETS
OF j
8"x8"x16"
CT C. BLOCK
7x4" MATERIAL P.T. OR SPRUCE,
TAPCON TO BLOCK W/ (3) 3/16"x2 1/2"
TAPCONS OR SPIKE WA 12d NAILS.
1/2" WEDGE
ANCHOR EVERY
48" O.C.
ENGINEERED TRUSS @ 24" O.C.
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+45.50
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-59.40
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FRONT ELSE V AM M SCALE: 1/4" =1'-0"
ROOF CONNECTOR
CHART
TRUSS
ENDS
UPLIFT
LOADS
SIMPSON
CONNECTOR
EA. END
ANCHORS
EA. CON.
ALL
A & B
-
MTS 16 1000#
14-10D EVERY RAFTER
WINDOW FRAMING & HE � DDERD�TtiI�
V4
E
;H SLAB ELEV. 6'-0"
ELE V AMN SCALE: 1/4" =1'-0"
DOOR & WINDOW WIND LOAD PRESSURES
140 MPH - EXPOSURE "C" = +45.5 / -59A PSF
(EDGE ZONE)I
4
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DRAWN BY
i1>»oo7S o
CHECKED BY
DATE
02-08-05
SCALE
1/4"-1'-0"
.1oB N11
0 4 —19'7
SHEET SHEETS
3 EE 4
A/C NOTES
1. DUCT WORK
MAIN LINE SUPPLY TO BE FIBERGLASS HARD BOARD R-6
MIN.
2. DUCT BOARD INTERNAL SURFACE TREATMENT TO BE RESISTANT TO
FUNGUS
GROWTH.
3. ALL
DUCT
WORK ABOVE CEILING TO BE R-6.
4. EACH
AIR
HANDLER UNIT TO BE EQUIPPED WITH A HUMIDSTAT TO
REMOVE
MOISTURE
TO LESS THAN 50%.
5. A/C
FEED
WIRING TO BE INSTALLED BY ELECTRICAL CONTRACTOR.
AIR CONDITIONING SCHEDULE
UNIT#
A/C
HEATSTRIP
AIR
HACFDMER
NAME
CAT.#
VOLT
I PHASE
VA
I WATTS
TONAGE
KVA
MFG.
1
2 1/2
10 KVA
1200
230
1
3750
ELECTRICAL NOTES:
1. CONTRACTOR SHALL VERIFY WITH F.P. $ L. THE LOCATION OF SERVICE AND
SHALL LOCATE METER & PANELS AS REQUIRED.
2. ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE.
3. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
4. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT
AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER
MANUFACTURER RECOMMENDATIONS.
5. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR
OUTLETS AS SHOWN ON PLANS.
6. ELECTRICAL FIXTURES, TRIM AND APPLIANCES BE UL APPROVED AND AS
SELECTED BY OWNER.
7. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
8. PROVIDE PRE -WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
9. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
10. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR
COUNTER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a).
11. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SEC, 410.8.
12. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING
CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP.
DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
13. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
14. PROVIDE ARC FAULT-INTERRUTER PROTECTION FOR ALL DWELLING ROOM RECEPTACLES.
15. SMOKE DETECTORS REQUIRED ON ALL HVAC UNITS WITH 2O01 CFM OR MORE.
MECHANICAL NOTES:
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT
SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE
MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
(2) 5/8" RODS 8'
LONG V APART
U.G. SERVICE
[31 1 /0 THW CU. IN.
1-112" CONDUIT
LO
150 AMP
MAIN DISC
BOND TO STEEL
[3) 1/0 THW CU. IN.
1-1/2" CONDUIT
1201240V
10 3W
150 AMP
PANEL
ALL ELECTRICAL I.A.W. CURRENT "N.E.C." INCL.
GFI OUTLETS. ALL WIRING TO BE COPPER.
A/C DISC, SIZE
AS PER A/C
MFG'R SPECS
ELECTRICAL LOAD CALCULATIONS
1,439 S.F. @ 3 VA
4,317
TWO 20 AMP APPLIANCE CKTS
3,000
LAUNDRY
1,500
DRYER
4,500
RANGE
12,000
DISPOSAL
1,000
WATER HEATER
4,500
DISH WASHER
1,200
REFRIGERATOR
900
TOTAL VOLT/AMPS = WATTS
32,917
FIRST 10 KVA
10,000
AC HEAT STRIP
10,000
REMAINDER AT 40%
5,167
TOTAL 25,167
USE AMPS = 25,167/240 104.9 AMPS
USE 150 AMP SERVICE
ALL BEOROOMS OUTLETS ARE REQUIRED
TO BE ACCI PROTECTED (2002) NEC <^
PROVIDED ELECTRIC SMOKE I
DETECTLORS P ALL SLEEPING WITH BATTERY
BACK D STAIR L At4DINGS
AREAS ANHpT THE ACTIVATION
VoRED SOCTOR WILL ACTIVATE ALL -
OF ANY DETE
ELECTRICAL SYMBOLS
,I{
OT PZEA RECEPTACLE
4
KEY PAD
LIGHT
CUG.. MOUNTED
B
DUPLEX RECEPTACLE
AT BASE
J
O
JUNCTION
BOX
INCONDESCENT LIGHT
WALL MOUNTED
�C
DUPLEX RECEPTACLE
AT 8" ABV. COUNTER
nTV
T
TELEVISION JACK
PRE -WIRED
\ /
HI -HAT
CL'G. MOUNTED
a
O
DUPLEX RECEPTACLE
FLUSH IN FLOOR
®
220 V. RECEPTACLE
AT 12" A.F.F.
� l
\ /VP
HI -HAT
VAPOR PROOF
(jGFI
DUPLEX RECEPTACLE
GROUND FAULT
T
O
HVAC
THERMOSTAT
I1
CO3
F.P.&I. METER
&DISC.
DUPLEX RECEPTACLE
TOP REC. SWITCHED
"r
INTERCOM
AT BO"A.F.F.
BREAKER
PANEL
�WP
DUPLEX RECEPTACLE
WATERPROOF
PH
.
TELEPHONE OUTLET
AT 12' A.F.F.
®
EXHAUST
FAN
UC
luv
DUPLEX RECEPTACLE
UNDER COUNTER
PH
a
TELEPHONE OUTLET
FLUSH IN FLOOR
EXHAUST FAN
Wl LIGHT
SWITCH
SINGLE POLE
SPEAKER
IN CUG.
FLUORESCENT
LIGHT FIXTURE
3
SWITCH
THREE WAY
n
SECURITY
LIGHTS
DOOR
BELL
4
SWITCH
FOUR WAY
O
SD
SMOKE�
DETECTOR
�(
:l
CHIMES
R
SWITCH
RHEOSTAT
Il
SWITCH
DISCONNECT
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SWITCH
DIMMER
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tj
PADDLE FAN
W/OR W/O LIGHT
$K
SWITCH
KEYED
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StLucieCounty
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N/j BY;
d®}QO Mffi��//.F.
CHECKED BY�
DATE
02-08-05
SCALE
1/4„-1,-0"
JOB NO
04-197
SHEET SHEETS
4 UE 4
SCANNED
-F 1= -- -
14 14
79 wu sxs sxs
X8 21'4"12
AA $A 01 of
TRUSS 'FT4"
60'0°15
M
LO
'10"3
1271
TRUSS 'FT8'
P I P +2 +2 +2 +2 21 + 2 +E' m �,
V.
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14
11'3"12 11'3012
3 �
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4X4
1.534 1 5X4
3x� 3'1 13
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21'6"
/4" X 16" DEEP
3100 SP
1/4"
8 1/4"
T10"13 I— O 9"13 J �'10"13
�� 3X5(A1)
i
TRUSS "AB"
1.5
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0'4"12
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0'4"1
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FILE COP
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ORK
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U
TRUSS PLACEMENT SCHEDULE BY; MELVIN HARRISON
ROOF & FLOOR TRUSS SYSTEMS
4175 MARTIN HIGHWAY PALM CITY, FL. 34990
OFF, (772) 286-3700
FAX (772) 288-4234
NOTED
TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT
PART OF THE BUILDING AND SHOW TRUSS LOCATIONS
PROPER ERECTION, TEMPORARY AND PERMANENT BRACING
DESIGN ARE THE RESPONSIBILITY OF THE BUIL➢ING
DESIGNER OR HIS ENGINEER.
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
TPE LEGAL ➢ESCRIPTI13N OF THE PROPERTY WHERE THE TRUSSES WILL BE INSTALLED IS:
THE UNDERSIGNED ACKNOWLEDGES AND AGREES,
1. TRUSSES VILL BE MADE N STRICT ACCORDANCE WITH IRIS LAYOUT, WHICH 1S THE SOLE AUTHORITY FOR
DETERMINING SUCCESSFUL FABRICATION GF THE TRUSSES
2. ALL DIMENSIONS IN THIS LAYOUT HAVE BEEN VERIFIED BY THE UNDERSIGNED.
a UNLESS WRITTEN NOTICE IS PROVIDED BY CERTIFIED NAIL TO W. KOST, INC. WITHIN TEN (10) DAYS OF DATE
Or DELIVERY THE lDERSIGNED AGREES THAT NO BACKCHARGES WILL BE ALLOWED IN TIE EVENT SUCH WRITTEN
NOTICE IS FURNISHED, W. HOST, INC. SHALL HAVE THREE 0 BUSINESS DAYS IN WHICH ID BEGIN REPAIRS REWIRED,
OR MAKE A.RRMEEMEMIS TO HAVE REPAIRS DOE OR TO SUBSTITUTE OTHER TRUSSES, AT W. KIST, 1NC OPTION,
4. THE UNDERSIGNED ACKNOWLEDGES RECEIPT OF 'NO-91' TRUSS PLATE INSTITUTE.
5. DELIVERY IS TO JOB SITE IT IS THE BUYERS RESPONSIBLITY TO MAKE THE JOB SITE SUITABLE FOR DELIVER
W. KOST, INC. HAS THE SOLE AUTHORITY TO DETERMINE THE SUITABILITY IF THE .JOB SITE OR A PORTION IF THE
.AB SITE FOR DELIVERY. V. MOST, INC. WILL BE RESPONSIBLE FIR BUMP DELIVERY ONLY, THE BUYER IS RESPONSIBLE
FOR ANY ADDITIONAL DELIVERY EXPENSES IF W. KEST, 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 SHOWN IN PARAGRAPH 7 IS SUBJECT TO CHANGE IF ANY CHANGES ARE MADE TO THIS LAYOUT.
7. THIS IS A PURCHASE DRIER TO V. MOST, INC. ]IF THE SUM IF B Mm INCLUDES SALES TAX,
INVOICE VILL BE MADE ON DELIVERY AND VILL BE PAID WITHIN TERNS AS REWIRED BY W. 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. KOST, INC. REASDNABLE ATTOMEY'S FEE FOR COLLECTIONS. IN
THE EVENT PAYMENT IS NOT RECEIVED WITHIN TERMS, 1 1/2% PER MOTH SERVICE CHARGE VILL BE AM TO ALL
OUTSTANDING BALANCES
B. SIGNITURr OR INITIALS ANYWHERE ON THIS SHEET CONSTITUTES AGREEMENT TO ALL ITEMS HEREIN
9. IN THE EVENT OF ANY LITIGATION CONCERNING THIS AGREEMENT, THE ITEMS FURNISHED HEREUNDER OR
PAYMENTS REFERRED TO HEREIN, THE PARTIES AGREE THAT THE SOLE VENUE FOR ANY SUCH ACTION WILL BE
MARTIN COUNTY, FLORIDA,
DATE: , aL—
D❑ NOT CUT OR ALTER THESE
TRUSSES IN ANY WAY WITH❑UT
WRITTEN PERMMISI❑N FROM A
W. KOST INC, REPRESENTATIVE
ROOF DESIGN LOADS
(PSF)
TOP CHORD LIVE
20
TOP CHORD DEAD
15
B❑T, CHORD LIVE
10
B❑T, CHORD DEAD
10
TOTAL DESIGN LOAD
55
STRESS INCREASE
1.25
WIND LOAD
140
ASCE
7-98
CATEGORY
IC"
STATUS
CLOSED
NInTC.
THE ENGINEERED TRUSS DRAWINGS
HAVE PRIORITY OVER THE TRUSS LAYOUT,
SEE DRAWINGS FOR GIRDER PLYS AND
REACTIONS.
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.
DUE TO ABNORMALITIES IN DESIGN, SLABS,
BEAMS, AND/OR LUMBER, W. KOST WILL NOT
BE RESPONSIBLE FOR ANY DEFLECTI❑N IN
GIRDER TRUSSES OVER 20'-0' IN LENGTH ❑R
COMMON TRUSSES OVER 30'-0' IN LENGTH!!!
rRuss LA Your FOR
CUSTOMER
PREMIER
JOB NAME
C❑NST, & REM❑D,
PERRINE
LOT/BLK/SECT
LOT 390-2
ADDRESS
CITY
RES,
NETTLES ISLAND
JENSEN BEACH, FLA,
PLAN SCALE: 1/4'=1'0"
MEL\03-22-05\F:\ALPINE\JOBS\2733\2733.DWG