HomeMy WebLinkAboutBuilding PlanROOF EC)GE
R803.2.3.1 SHEATHING FASTENINGS.
WOOD STRUCTURAL PALL SHEATHING SHALL
BE FASTENED TO ROOF FRAMING WITH 8D RING -
SHANK NAILS AT 6 INCHES ON CENTER AT EDGES
AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING.
ZONE I RING -SHANK NAILS SHALL HAVE THE FOLLOWING
l MINIMUM DIMENSIONS
1. 0.113 INCH NOMINAL SHANK DIAMETER.
2. RING DIAMETER OF 0,012 OVER SHANK DIAMETER.
3.16 TO 20 RINGS PER INCH,
4. 0.280 INCH FULL ROUND HEAD DIAMETER.
5, 2 INCH NAIL LENGTH.
ROOF SHEATHING NAILING ZZO EIS
PRE -EN
AS PER F,B.C.2514.3,5
METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE
EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION
OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN T1 IREE
STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR
OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. II -GAUGE`,
BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM) LONG HAVING A
HEAD NOT LESS THAN 3/8 INCH (9.5 MM)N DIAMETER.
SOFFIT VENTS TO BE 6"X24" AT 8' O.C, MAX.
EXTER 1 OR CEILING/SOFFIT DETAIL
N.T.S.
GENERAL NOTES
1, CONSTRUCTOOr l SHALL FOLLOW-FLORIDA BUILDING CODE" AS
ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE
CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS.
2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC, SHALL
VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS,
SPECIFICATIONS, ETC,
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE
OVER SCALED DIMENSIONS.
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES,
STUCTURAL NOTES:
I, DESIGN LOADS IN ACCORDANCE WITH FBC CHAP, 16
2. SOIL BEARING CAPACITY: 2500 PSF
3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS.
4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 PSI
COMPRESSIVE STRENGTH AT 28 DAYS, SEE PLANS FOR SIZE
AND STEEL REQUIREMENTS,
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS,
FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS: I"
6, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS,
GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60
STEEL MINIMUM IN BEAMS AND COLUMNS.
7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL
BE PRESSURE TREATED.
8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALLATION OF HARDWARE IS NOT PERMITTED.
9, UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE.
IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL. STUDS
IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF: THE
BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR
MORE PLIES UNLESS NOTED.
II. ROOF SHEATHING TO BE NAILED WITH IOD GALV.
OR 8D RING SHANK NAILS OR EQUAL 4" O.C. EDGES AND 6" O.C. IN FIELD
12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM
TO MASONRY WITH 1/2" DIAMETER 7" EMBEDMENT WEDGE
BOLTS I AT TOP AND BOTTOM 36" OC THEREAFTER.
13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY
14.CORNE12 BARS ARE REQUIRED AT ALL OUTSIDE CORNERS
15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS
INDICATED ON DRAWINGS
16.ROOF DL Z LL , 55 P.S.F.
17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES
18.FLOOR LL - NA
19.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING
20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF
1000 PSI OR NO,2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
PENETRATIONS THROUGH ANY SEPARATION
SHALL BE PROTECTED BY FILLING THE
OPENING AROUND THE PENETRATING ITEM
WITH APPROVED MATERIAL TO RESIST THE
FREE PASSA zE OF FLAME AND PRODUCTS
OF COMBUSTION,
NOTES:
1. HOUSE IS IN A NEGLIGIBLE WEATHER AREA
2. HOUSE IS IN A VERY HEAVY TERMITE AREA
3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200
4, FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25
5. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR
WALL FINISHES, CEILING FINISH AND INSULATION
6. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS
7, TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL
ST. LUCIE QQLkEr5UILDING DES TNIE\7 PRODUCT APPROVAL CHECKLIST
PERMIT TYPE: S.F.R. PERMIT NUMBER:
OWNERS NAME_ BETH EAMES
DESIGN PROFESSIONAL NAME A/E JOHN H. CRESWELL, P.E.
_ JOB SITE LOCA"ION; 992 NETTLES BLVD,
RULE 9 B-72 REQUIRES THE FOLLOWING INFORMATION AS PROMULGATED BY THE FLORIDA BUILDING COMMISION, IN THE EVENT THAT INFORMATION REQUIRED FOR PRODUCT
APPROVAL HAS BEEN INCORPORATED IN TO TE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT.
PRODUCT
MODEL NUMBER
A.CTURER
EVALLA'iION AGENCY
NOA NUMBER
EXPIRATION DATE
WINDOWS -SINGLE HUNG
SERIES SH-7700
--4-NSON IMPACT GLASS
MIAMI-DADE
12-0127.16
12/27/2016
EXIT DOOR, SOLID CORE
EXTERIOR HINGED DOOR
1A-TRU
FLORIDA BUILDING CODE
FL 5891-R3
NA
ROOFING MATERIAL
5V-CRIMP
J.Pw1 \1ETALS
FLORIDA BUILDING CODE
FL 12966.6
NA
IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRC..C" APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING ENVELOPE
EVALUATION AS REQUIRED BY THE FLO21DA BUILDING CODE.
=# 40940, COA# 27002
ARCHITECT/ENIGINEERS'S SIGNATURE
=L.. CERT./REG. NUMBER
R702.4.1 GENERAL.. CERAMIC TILE SURFACES
SHALL BE INSTALLED IN ACCORDANCE WITH
ANSI A108.1, A108A, A108.5, A108.6, A108.11,
AI18.1, AI18.3, AI36.1 AND A1371
R702.4,2 CEMENT,FIBER-CEMENT AND GLASS
MAT GYPSUM BACKERS. CEMENT,
FIBER -CEMENT OR GLASS MAT GYPSUM
BACKERS IN COMPLIANCE WITH ASTM C
1288, C 1325 OR C: 1178 AND INSTALLED WITH
1-1/4, WAFER HEAD, RUST RESISTANT DRILL
OR SHARP POINT SCREWS AT 8" O.C. IN
FIELD AND 4" O.C. AT EDGES, BACKING FOR
WALL TILE IN TUB AND SHOWER AREAS AND
WALL PANELS IN SHOWER AREAS, ON MIN.
2" X 4" WOOD FRAMING.
SEE TYPICAL WALL
SECTION FOR FOOTING
DETAILS
EMBED =5 DOWEL 7"
INTO 007'\G W/EPDXY
MISSED DOWEL DETAIL
(9) IOD X 1-1/2"
STRAP TO TRUSS
SIMPSON MTS 16 ATTACHED
TO BLOCK WA3)- 3/16" X 1-3/4"
TAPCONS
TYPICAL CONC.BLK
EXTERIOR WALL
MISSING TRUSS STRAP DETAIL
ice- � �• �.� �'.
Ay +•�..
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THIS STRUCTURE HAS BEEN DESIGNED
AND REVIEWED FOR COMPLIANCE OF
FSC 1606.1.4 FOR ONE OF THE FOLLOWING:
INTERNAL WIND PRESSURE
WIND13ORNE DEBRIS PROTECTION
IMPACT RESISTANCE GLAZING
Imo)
. Lu r-of-7 Ty Numpm nMSTO
REVIFWL1) F(; R MP
REVIEWED Y
DATE ,.
P%AIVS AND PERMIT MUST BE KEPT ON JOB
OR NO rNSPECTION WILL BE MADE, `
ST. LUCIE COUNTY BUILDING DEPARTMENT
CODE COMPLIANCE DIVISION
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE
SUBMITLAD IN DUPLICATE WITH ALL. APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE
(SINGLE OR MULLTI-FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDIUG PERMIT AND ANY
NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR
STRUCTURAL WALLS. COLUMNS OR OTHER COMPON=TS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR
FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE
OWNER BETH EAMES
PERMIT NUMBER
ADDRESS 992 NETTLES BLVD,
OCCUPANCY TYPE
SFR
CONSTRUCTION TYPE
CBS
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO
COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE
COUNTY, I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND
LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX)
1. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10
2. BUILDING DESIGN IS: ENCLOSED: YES PARTIALLY ENCLOSED, OPEN BUILDING:
3 MEAN ROOF HEIGHT: <LESS THAN 15' ROOF PITCH: 4/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18
4. WIDTH OF END ZONES < 4.5' WIND SPEED: 170 (3 SEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE 1-I. ASCE 7 _ TE FBC TABLE 1604.5
6. WIND EXPOSURE CLASSIFICATION: D ADJUSTMENT FACTOR FOR EXPOSURE E HEIGHT: 1.47
7. COMPONENTS S CLADDING WIND PRESSURE ON ROOF ZONE 1 -38.2 ZONE 253,9 ZONE 3 -85.0
8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF
9. COMPONENTS e CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF
10. LOADS: FLOOR 40 PSF ROOF/DEAD: 25 ePSF ROOF/LIVE 30 PSF
II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES X NQ____.jIF NO, ATTACH EXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED? YES-X -NO (IF NO, ATTACH EXPLANATION)
13. ARE C OMPONANT AND CLADDING DETAILS PROVIDED? YES X NQ._(IF NO, ATTACH EXPLANATION)
14. MINIMUM SOIL BEARING PRESSURE: 2500 PRESUMPTIVE: 2500 BY TEST:, N/A _ PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED 'WITH THIS CERTIFICATIOM IS TRUE AND
CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: JOINN H. CRESWELL, PE
DESIGN FIRM:
SLCCDV FORMU 020-00
REVISED 5/18/09 (CL)
CERT#: PE:s 40940, COA# 27002.
DATE:
SEAL
IR
I
LEFT
FLORIDA DESIGN CRITERIA
WULT) 170 MPH (3 SEC. GUSTS)
V(ASD) 132 MPH (3 SEC. GUSTS)
EXPOSURE D
IMPORTANCE FACTOR I
CATEGORY 11
INTERNAL PRESSURE COEFFICIENT +/-0.18
ROOF ZONE UP LIFT PRESSURES:
ZONE 1 -38.2 PSF
ZONE 2 -53.9
ZONE 3 -85.0
FOR ROOF PITCHS 2/12 THRU 6/12
COMPONENTS � CLADDING PQESSURES-EXPOSUQE "D"
TAG
POS.PPESSURE
NEG.PQESSURE
TAG
END ZONE
SQ.FT.
46-0
-49.8
-61.6
10
4-4.0
-47.9
G
-57.5
20
41.2
-45.1
-51.9
50
39.2
-43.1
-47.9
100
34.3
-38.1
-1
J
-38.1
500
I�GNT
EXPOSURE "D" MULTIPLIER
MEAN ROOF HEIGHT FACTOR
LESS THAN 15' 1.47
ELEVATIONS 114" = 1'-0"
FIN.FL.
FRONT
5v-CRIMP
METAL ROOF
12
zo
PAVERS
,I.
2
FACI
ACU AT FIN. FL.
ELEV. AFE NAVD88
WADE
12194
LINTEL SCHEDULE
N I GN-STPENGTN
PQECAST AND PRESTRESSED LINTELS
MANUFACTUQED BY CAST-Cf2ETE
Ltt SAFE APPLIED SAFE APPLIED
GRAVITY GRAVITY UPLIFT UPLIFT
BEAM
KEY LENGTH TYPE LOAD LOAD LOAD LOAD
COMPOSITE
LI
2-10"
PRECAST
6113
< 800
4460
< 400
8F16-IB/IT
L2
4'-0"
PRECAST
6113
< 800
1 3079
< 400
1 8F16-IB/IT
L3
5`-4"
PRECAST
5365
< 800
1 2290
1 < 400
1 8F16-IB/IT
I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS / ROUND ENTIRE HOUSE PERIMETER INCLUDING
CHANGES IN BEAM ELEVATION. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS
2. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT
28 DAYS
3. A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 6 FEET ON
CENTER
4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED.
LENGTH = OPEN SPAN PLUS 8 INCHES
R- TO yBE"'*'7--W `T`�4-S PS;- SE--E)ET-A]i---E3 OVV
1 i
PROVIDE B. , . • RETURNS
IN ALL UNIT BEDROOM
LOAD CALCULATIONS
RESIDENTIAL 200 AMP ELECT. PANEL 240- IC 3W
CIRC,
DESCRIPTION
VOLT
SIZE
WATT
SIZE
1,2
AC/AH
240
60
12,000
6
3A
WTR, HTR.
240
30
3,500
10
5,6
OVEN/RANGE
240
50
12,000
6
7,8
DRYER
240
30
1,000
10
9
LIVING RM.
120
15
1,500
14
10
MASTER BEDRM,
120
15
1,000
14
II
OTHER BEDROOMS
120
15
1,000
14
12
DINING RM.
120
20
1,000
12
13
LAUNDRY/WASHER
120
20
1,000
12
14
KITCHEN
120
20
2,000
GFI
15
GARAGE
120
20
1,000
GFI
16
BATHROOMS
120
20
1,000
GFI
17
SPARE
120
20
1,000
12
FIRST 10,000 = 10,000
REMAIN. 29,000 AT 40% - 11,600 39,000 WATTS
TOTAL 21,600
AMPS = 21,600/240 = 90 AMPS
USE 150 AMP. SERVICE
ELECT121CAL LEGEND
1/2 ON SWITCH 110 V. RECEPTACLE
110 V. REC-EPTACLE
220 V. SPr':CIAL PURPOSE OUTLET
B
FLOOR 0 TLET
0
PENDANi i.IGHT
WALL M(A NT LIGHT FIXTURE
IIOV FOR F=IXTURELITE.ETCJ
RECESSF-r? LIGHT
EXHAUST FAN/LITE COMBINTION
®
EXHAUST FAN
CEILING FAN
CEILING FAN W/ LIGHT
S
SINGLE I'QLE SWITCH
S3
DOUBLE !'(3LE SWITCH
[=H
220 V. DIS,;OM�ECT
®
SMOKE DETECTOR
®
CARBON MONOXIDE ALARM
FLOOD LIGHT
DOOR OPENIE�R
®
FLUORESt„ENT LIGHT
FLUORESk:;EM LIGHT
®
ELECTRIC'AL PANEL
ELE-CTRIC.'.AL METER
TELEVISION JACK (CABLE)
PHONE-IA(,,K
0
DOORBE.a /GARAGE DOOR BUTTON
CHIMES
®
SPEAKEut
GFI
GROUND FAULT INTEZaPT
WP
WATERPROOF
METER!
FIELD I
ELECTRICAL NOTES
*200 AMP SERVICE
*SMOKE DETECTORS AS k:)EQUIRED
*CARBON MONOXIDE DETECTORS AS REQUIRED
*FIELD VERIFY RECEPTACLE LOCATIONS
*ALL BRANCH CIRCUITS THAT SUPPLY 120V.
(A)SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS
SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT,
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, CAR SIMILAR ROOMS AND AREAS SHALL BE:
PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER,
COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE
BRANCH CIRCUIT (NEC 210.120))
(B)TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED
IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 21C.52,
ALL I25V. 15 AND 20 AMP RECEPTACLES
*RECESSED LIGHTING FIXTURES
MUST COMPLY WITH:
FLORIDA ENERGY CODE 606.I.ABC. 1.2.4.
PRODUCT APPROVAL (TOTALLY ENCLOSED)
GFQ
WP
ELECTICAL PLAN 1
PER 2010 N.E.C.
E_ U r �I \� 200 AMP, IPH., 31/V., 115/230V
FLUSH MOUNTED NEMA 1
NCB- TO SCALE ®P W/200 AMP MAIN BREAKER
PANEL (30 c1Rc.)
FILL ANGLE CORNER
SOLID W/3000
PSI CONC/
CONCRETE BLOCK
EXT. WALLS WAI)
#5 AT 6' O.C.VERT. E EA.
SIDE OF: EA. OPENING
AND ALL INSIDE E
OUTSIDE CORNERS
ELECTRIC METER
BY F.P.L.
(TRANSFORMER
BY I`.P.-,
IN 2' DIA. COND
200 AMP
M/ 1.N DIS(
1M ZL_
AUTO DISONNI .CT
FOR GENERATOR
FIELD LO(-ATE
30AMP
(3) u2/0 THHN-CU
IN 2" CONDUIT
u4 SO_.9D OR STRANDED CU. GROUNDED TO (2)u5
REINFORCING BARS AT FOUNDATION BASE
2 GRN1:I.20DS ® 6 APART U2/0
LIFER :QOLJND REQUIRED
m
FLOOQ PLAT\) I/4" = I'<)"
CONCRETE BLOCK EXTERRI'DR WALLS
WITH TYPICAL STUCCO I'll'JISH
IO.OSEER ACU2
(MIN.)
5V-CRIMP METAL ROOF
OVER 30tt FELT OVER
19/32" CDX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
"SIMPSON' HETA20
AT EACH TRUSS
TO BEAM W/(12)
IOD X 1-1/2
SEE SOFFIT i
FASCIA DETAIL
12
4 PITCH""" -
ITCH ENGINEERED ROOF
TRUSS AT 24' O.C.
-30 INSULATION
I'X4" AT BOTTOM
CHORD AT 8" O.C.
AND CONTINUOUS
WXWAM AILED W/(3) 8D
COMMON EA,TRUSS
1/2' DRYWALL
CEILING
CONCRETE "U' BLOCK
7/8' P.C. STUCCO W/(1) =5 CONTINUOUS
TYPICAL EXTERIOR USE CONCRETE LINTEL
ABOVE ALL WINDOWS
AND DOORS TH12U BLOCK
WALL
CONCRETE BLOCK
EXT. WALLS W14)
#5 VERT. AT 4' O.C.
E EA. SIDE OF EA.
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
VERT TO T.O.B.
1/2" DRYWALL OVER
R-4.5 FOIL OVER
I" X 2" P.T. FIR
OVER CONC. BLOCK
4' CONC.
6A.F.E. NAVD88
CONCRETE FOOTING
W(4)tt5'S CONT. (2) AT
TOP AND (2) AT BOTTOM
GRADE
TED FILL
b
L'-6'J
A
TYPICAL WALL SECTION
N.T.S.
2" vX
LAV
I
u- - - 12" I
M.BATH \1 I
SHOWER — — —" ( j1l2" VTR
2" I
3" VTR 1
JIL I I
1 I BATH2/SH0 =-R
1 I LAV 2"
13" I 2) / /-u
W/D 1 /1 / 3/
2"� )zs.
3"�
3" 1 3
1 SINK
31 AUTO VENT
" �-2"J KITCHEN
I�
V
I
I
3i PLUMBING 21SER
N.T.S.
i{
4
4A/O
TO APPROVED
SEPTIC SYSTEM
"SIMPSON" SP6
AT EA. STUD TO DBL, 2" X 6" P.T.
TOP PLATE W/(6) TOP PLATE
IOD X 1-1/2
STUCCO OVER PAPER
BACKED WIRE LATH
OVER 1/2" CDX PLY,
OVER VAPOR WRAP -19 INSUL.
OVER 2" X 6" WOOD
FRAME AT 16' O.C.
*SIMPSON' SPH6
AT EA. STUD TO
BOTTOM PLATE 1/2" DRYWALL
W/(6) IOD X I-I/2 INSIDE
1/2" DIA. WEDGE
ANCHOR AT 32" O.C. 2" X 6" P.T.
E6" FROM EA. END BOTTOM PLATE
W/6" MIN. EMBEDIMENT
""'I ILANS AND ALL
ARE SUBJECT TO ANY CORRECP0148
REQUIRED Y FIELD INp
Y BE NEES ETRS x
a
PLY- ]'
. h ayy 4'nA% Sc 1. yVR V
a
�a 16" X 16" CONC. FTNG.
W/(2) tt5'S CONT.
DETAIL AT STORAGE B
N.T.S.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
P
* 4"CONC.SLAB W/6' X 6"-IOjO W.W.M.
OVER 6 MIL. VISQUEEN OR EQUAL
OVER CLEAN COMPACTED
NON ORGANIC FILL TO 95% DENSITY
• SOIL BELOW SLAB TO BE TERMITE
TREATED PRIOR TO SLAB POUR
• 250OPSI MIN CONIC W/VAPOR BARRIER
• ALL FOOTING DESIGN BASED ON 2500(ASSUMED)
PSF SOIL BEARING CAPACITY, CONTRACTOR
TO VERIFY, PROVIDE MIN. 3/4" RECE3� AND/OR
SILL FOR ALL DOORS TO EXTERIOR.(INCL. GARAGE)
FOUNDATION PLAN 114" = 1'-0"
CONCRETE BLOCK e-XTERIOR WALLS
WITH TYPICAL STUGCO FINISH
BEARING (HEADER SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FLJLL STUD
(2)2X6
SPF
STAGGERED
UP TO 3'-II
(1)
(I)
12"OC 16D
(2)2X8
HEMP FIR
STAGGERED
4' TO 6'
(1)
(I)
12"OC 16D
(2)2XIO
HEMP FIR
STAGGERED
6'-1 TO 8'-6
(2)
(1)
12"OC 16D
(2)2X12
HEMP FIR
STAGGERED
8'-7 TO 16'
(2)
(2)
8"OC 16D
NON -BEARING HEADER SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X4
SPF
STAGGERED
UP TO 3'-II
(1)
(1)
12"OC 16D
(2)2X6
SPF
STAGGERED
4' TO 9'-8
(1)
(1)
12"OC 16D
• - I' MIN'
FROM EDGE
412"
HEADER 2"MAX
1
12" MAX
PLYWOOD
PLYWOOD
-CRIMP METAL
OF PANEL
CRIMP METAL
DF PANEL
FELT
I. AT THE SAVE, RAKEAND RIDGE, FASTENERS SHALL BE
LOCATED NOT MORE THAN 3" AWAY FROM THE PANEL END.
2. THE LEADING SIDE EDGE OF THE PANEL SHOULD BE THE
SIDE WITH THE ANTI -SIPHON GROOVE, EACH PANEL SIDE
WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY BRAKE.
3. tt9-15 X 1-1/2" SELF DRILLING CORROSIAN RESISTANT FASTENERS
W/ SELF SEALING WASHERS AT 12" O.C. AND AT 12" O.C. IN THE ENTER
OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE ON THE
HIGH POINTS OF THE PANEL RIBS.4. THE PANEL'S WIDTH FASTENERS SHALL
BE SPACED AT 12" O.C. TO THE CENTER RIB, THEN 12" TO THE NE-.T, PERPENDICULAR
TO THE SLOPE, THROUGH THE OVERLAPPING PANEL, THE FLAT
AREA OF THE PANEL AS SHOWN IN THE DETAILS HEREIN.
5. THE PANELS FASTENING PATTERN AT THE INTERIOR OF
THE PANEL, SHALL BE IN ROWS SPACED 12" O.C, RUNNING
PARALLEL TO THE SLOPE OF THE ROOF.
FL tt6931-12I
FILLED BLK.
FOII
I"X2" P.T
DRYWALL_
I/` FIR STRIP
2"X8" P.T. DOOR BUCK
ATTACHED W/1/4" X 4"
TAPCONSm6" EA,END. E
oI8" O.C(SNGL.LEAF)
E e12" O.C. (DBL.LEAF)
_ BRICK
MOULDING
HINGED SWING
DOOR JAMB ATTACHED
W/tt10 X 3" WOOD SCREWS
®6" EA.END i IS" O.C.(SNGL,LEAF)
E 12" O.C,(DBL.LEAF)
EXTERIOR SWING DOOR ATTACHMENT DETAIL
3/8' COPJT. BEAD OF CAULK
SACK BEDDING) BEHIND BUCK
TO PREVENT LIQUID PASSAGE
SET FLANGE IN CONT,
BED OF CAULK ACROSS
ENTIRE FACE OF BUCK
PERIMETER
ATTACH P.T, BUCKS
W/,099 X 1-1/2' NAILS
AT 12' O.C.
/4' MAX SHIM
P.T. IX WOOD BUCK TO
ND BEYOND INTERIOR
FACE OF WINDOW OR S.G.D.
/T DRYWALL
ATTACH AS PER MANUF.
PRODUCT APPROVALS
TYP. ALUM.WINDOW
OR S.G.D. JAMB
1"X2' P.T. I"X2" P.T.
FURRING FURRING
1/2" DRYWALL I"X6" P.T. WINDOW BUCK
ATTACHED W/1-112" "T"
NAILS e 18"O.C. VE12T
jC
i� ' i'
: •
WINDOW FRAME
ATTACHED TO CONC,
BLOCK THRU WOOD
TYPICALJ
WINDOW BUCK W/1/4" X 2-I,
STUCCO
TAPCONS, FILL ALL HOLES
WINDQW ATTACHMENT
MIN, EMBED 1-1/4"
DETAIL.
3/8' CONT. BEAD OF CAULK
(LACK BEDDING) BEHIND SHIM
(_LACK
O PREVENT LIQUID PASSAGE
1/4' (MAX) SHIM
SP T FLANGE IN CONT,
BED OF CAULK ACROSS.
ENTIRE FACE OF SHIM
PERIMETER CAULK -
CORROSIVE RESISTANT "TAPCON'
CONC. SCREWS INSTALLED AS SPECIFIED
SILL IN WINDOW MANUF. PRODUCT APPROVAL
CONC.BLK.EXT.
WALL W/Iv5 VERT
AS IN FLOOR PLAN
TYPICAL_ WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL TYPICAL PRECAST-CONC. SILL DETAIL
NOTE GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 NOTE! GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION
R703.8 FLASHING.
APPROVED CORROSION -RESISTANT FLASHING SHALL
BE APPLIED SHINGLE -FASHION IN A MANNER TO
PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING
STRUCTURAL FRAMING COMPONENTS, SELF -ADHERED
MEMBRANES USED AS FLASHING SHALL COMPLY WITH
AAMA 711. THE FLASHING SHALL EXTEND TO THE
SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE
INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1, EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH
OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT
EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH
ONE OR MORE OF THE FOLLOWING OR 0`fHER APPROVED METHOD
1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS.
1.2 THE FLASHING MANUFACTURER'S WRITTE-N INSTALLATION INSTRUCTIONS.
1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR
FMA/WDMA 250.
1.4 IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR
STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
S. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
ATTACHMENT TO ALUMINUM
DECK AS PER AC MANUF,
CONDENSER UNIT
ALUMINUM AC
PLATFORM, SEE
DETAIL THIS PAGE
EXTERIOR
WALL
COMPRESSOR ATTACHMENT DETAIL
N.T.S.
SEE ALL PAGES FOR STRUCTURAL DETAILS
PNEUMATIC
F,-\STNER SCHEDULE
1) PNEUMATIC FASTNERS SHALL BE "HILTI"
COIL NAI'I-S, TYPE CRF
1120, 1-1/2" LONG BY ,120 DIAMETER UNLESS OTHERWISE NOTED.
2,) FASTNERS OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTII UTED FOR THOSE SPECIFIED,
LOCATION
NAIL SIZE
MANUF.
MODEL tt
SPACING/
REMARKS
PLYWOOD WALL
2-3/8" X ,113 (34 DEG.)
PRUDENTIAL
SHEATHING
Bid -DING MAT,
SP8RMS
SEE DIAPHRAM SCHEDULE
PLYWOOD FLOOR
2-3/8" X ,113 (34 DEG.)
PRIDENTIAI
SHEATHING
BJLDING MAT.
SPBRMS
SEE DIAPHRAM SCHEDULE
PLYWOOD ROOF
8D COMMON COATED
PZ-0ENTIAL
SHEATHING
BU'LDING MAT,
SEE DIAPHRAM SCHEDULE
I" X 2' FURRING
.099 X 1-1/2" SM
NTERNATIONAL
422428
16" O.C.
STRIPS
STAPLE
WINDOW BUCKS
.12C X 1-1/2"
HILTI
12" O.C.
"vAKAVC LJUUK 1/2" X 5-1/2' RAMSET/REDHEAD 24" O,C, VERTICALLY
BUCKS
DOOR BUCKS 1/4" X 2-1/2' NTERNATIONAL 8" O.C.
TAPCONS STAPLE
SLIDING GLASS 120 X II-1/2" HILTI 12" O.C.
DOOR BUCKS
KUUI•- BASE 120 X II" CENCO HJI5A7A 12" O.C. AT HEAD LAPS AND EVE EDGES
SHEET GALVANIZED 24" O.C. AT EDGE OF VALLEY SHEETS
DIAPHRAM SCHEDULE
PANEL
FRAMING
DIAPHRAM
ZONE I
ZONE 2
ZONE
3
EDGE
INTER,
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
BOUNDERIES
REMARKS
ROOF
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
19/32"
24" O.C. MAX.
IOD,
6" O.C.
ICED,
6" O.C.
IOD'
6" O.C.
IOD,
6" O.C.
IOD,
6" O.C.
IOD,
4" O.C.
IOD,
4" O.C.
BLOCKING
AS SHOWN
SPAN RATING 40/20
NOTE: ALL ROOFING NAILS TO BE RING SHANK
NOTE TO GENERAL CONTRACTOR ALL CONNECTIONS IN CONTACT WITH ACQ MATERIAL
SHALL BE HOT DIPPED GALVANIZED MINIMUM.
NOTE TO BUILDER, BUILDER SHALL COORDINATE AND REVIEW ALL FINAL ARCHITECTURAL DRAWINGS
WITH TRUSS MANUFACTURERS DRAWINGS BEFORE TRUSS MANUFACTURERS TRUSS
ENGINEERING PACKAGES AND ACTUAL TRUSSES ARE PRODUCED.
(2) 5/8" D. WEDGE
ANCHOR MOUNTING
PLATE TO BLK. WALL
BOTH SIDES
1/4" X 4" ALUM
MOUNTING PLATE
W/I/4" FILET WELDS
ALL EDGES
1/4" X 3" FLAT
STRAP, BOTH
SIDES OF PLATFORM
Sc')" X 36"X 1/4"
ALUM. AC —
PLATFORM
14" FILET WELD 5/8" D. WEDGE
ALL EDGES ANCHOR AT 6" O.C.
PLATFyORM TO BLK.WALL
TYPICAL
FOOTING
TYPICAL
EXTERIOR
WALL
ALUMINUM AC MOUNTING PLATFORM
AT FINISHED FLOOR ELEVATION
AL DRIP FLASHING
'." P.T. DRIP EDGE
i" PRIMED R.S.
CIA
TYPICAL WALL CONTRACTOR TO USE
SEE WALL DETAILS 7/8" STUCCO OVER 3/8"
HI RIBBED PAPER BACKED
METAL LATH OVER "TYVEK"
W/1" PER F,B.C. 2514.3.5,
THE CONTRACTOR SHALL
SOFFIT E FACIA DETAIL INSTALL 6' X 24" SOFFIT
VENTS ® 8'-O" O.C.
N.T.S.
6' A.F.E. NAVD88
Y
CEILING
OR WOOD CONT. 25 GAUGE METAL
STUDS AT 0 TRACKS TOP E BOTTOM
24" O.C.
25 GAUGE CHANNEL SHAPED
STUDS AT 24" O.C. W/ 1/2'
GYPSUM WALL BOARD APPLIED
VERTICALLY E ATTACHED W/ I"
LONG BUGLE HEAD SCREWS TO
EA. SIDE AT 12' O.C.
CONIC,
FLOOR SLAB
TYPICAL INTERIOR PARTITION
N.T,S,
X 4" TOP PLATE
2" X 4" WOOD STUDS
AT 24" O.C. WITH 1/2"
DRYWALL BOTH SIDES
ATTACH 2" X 4"
.BOTTOM PLATE
TO FL. JOISTS WITH
t*10 X 4" WOOD SCREWS AT
4" FROM EA. END
24" O,C., (3) MIN,
LOOP JOIST
KNEEWALL DETAIL
0
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILI IY OF THE
CONTRACTOR OF RECORD
NON BEARING INTERIOR WALLS
TRUSS❑
HEEL
3 15/16"
T
PLUMB[]
CANTILEVER
TRUSS❑
HEEL
3 15/16
T
PL..UMB❑
CANTILEVER
TYPICAL❑
ROOF DETAIL❑
ALL FLAT CEILIN
12
4F
HANGER SCHEDULE:❑
HUS26 QTY = 211
El
HIPCATS (4/12) QTY = 4
1'
—� 2
12
GS
4' 0 5/8"
B3G
77
2' 2 9/16"
3' 11 1 /2" 2-PLY BEAM BY BUILDER❑
TOENAIL BC TO BEAM
2L
12
*BUILDER'S WARNING*
THIS IS A PLACEMENT PLAN FOR ENGINEERED
COMPONENTS AS DEFINED BY WTCA 1-1995.
DIAPHRAGMS HAVE NOT BEEN ANALYZED BY
EAST COAST TRUSS.
FOR ERECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI—B1 SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
�c BRACING
1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS
ON THE BCSI--B1 SUMMARY SHEETS.
2.) PERMANENT BRACING FOR THE STRUCTURE
IS THE RESPONSIBILITY OF OTHERS.
3.) INSTALL WEB BRACING AS STATED ON SEALED
ENGINEERED TRUSS DRAWINGS.
* SEE FINAL ENGINEERING SHEETS FOR THE
STRUCTURAL DATA, NUMBER OF GIRDER AND
TRUSS PLIES AND THE CONNECTION INFORMATION.
OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES
IN ADVANCE.
�c BACK CHARGES WILL NOT BE ACCEPTED
UNLESS OUR DESIGN DEPARTMENT APPROVES
THEM IN ADVANCE.
ALL HANGERS ARE SIMPSON STRONG —TIE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
ACCORDING TO THE CURRENT SIMPSON
STRONG —TIE CATALOG.
12
TRUSS❑ `
HEEL.
3 15/16"
ZERO❑
LOT LINE
TRUSS❑
HEEL
3 15/ 16'°
0°�►
PLUMB❑
CANTILEVER
BRG POINT
TRUSS CONNECTOR SCHEDULE
residence
TRUSS CONNECTOR CONNECTOR CONNECTOR
(TRUSS I.D.I UPLIFT I MFG I QTY I TO USE
CONI
I UPLIFT I
FASTENERS
PER STRAP
I I
i I I I
I I
I I
Truss to
Concrete
< 1725 S 1 H ETA20
I I I I I
1805
I 1
10-10d x 1-1/2
Truss to
Wood
I i< 625 1 U 1 1 I R17A
I I_ I
1 650 (
10-8d x 1-1 /2
Connector Mfg U==USP, S=Simpson
SIGNATURE ACKNOWLEDGES:
Having used the Truss Loads (Provided by the Truss Manufacturer) for Design of
Pertinent Components. No Responsibility is Hereby Assumed for the Dimensioning,
Detailing, Fabrication Nor Installation of This Truss System.
APPROVED BY: J0NN N. C2FSDVVELL) PE
TITLE: ENGINEER OF RECORD
APPQOVAL DATE:
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED F OR
ARE SUBJECT TO ANY ORREOT$ IDS
REQUIRED BY FIELD INSPECT . 8 THAT
R 'NECESSARY IN ORDER TO
COMPIX WIT114 ALL APPLICABLE ABI E COOES,
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
ECT
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946
OFFICE: (772)466-2480 FAX: (772)466-5336
CUSTOMER: MEL-RY
JOB NAME: EAMES RES.
ADDRESS: 992 NETTLES BLVD.
CITY/COUNTY: JENSEN BCH/ST. LUCIE CNN
JOB#: 25641
MODEL: CUSTOM
DATE: 08/22/ 13
In accordance with the Florida Administrative Code
61 G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer".
Trusses are designed in accordance with the
Florida Building Code
NOTE:
By approving this placement plan(s), signatured anywhere on
this sheet, the customer or his representative acknowledges that
this placement plan complies with the structural intent of the
project.
The customer also acknowledges that: this approval authorizes
EAST COAST TRUSS to manufacture these trusses and
deliver them to the project indicated oil this drawing.
The customer acknowledges that he/she accepts financial
responsible for any repair engineering and labor required
due to errors other than those of EAST COAST TRUSS
signed date
CODE: FBC 2010/TP12007 ASCE 7-10
DESIGN CRITERIA - MAIN WIND FORCE
OCCUPANCY CATEGORY: II
EXPOSURE CATEGORY = D
MWF SPEED: 170 M.P.H.
BUILDINE TYPE: ENCLOSED
MEAN HEIGHT: 16'-0"
TRUSS SPACING 24" O.C. EXCEPT AS NOTED
GRAVITY LOADS
ROOF
TC LIVE: 20psf
TC DEAD: 15psf
BC LIVE: 10psf*
BC DEAD: 10psf
DUR FACTOR: 1.25
LOADS PER FBC & FRC
* NON -CONCURRENT BC LL 1 Opsf
CONCURRENT BC STORAGE LL 20psf
DEFINITIONS
MWF = MAIN WIND FORCE
C&C = COMPONENTS & CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD BC = BOTTOM CHORD
LL = LIVE LOAD DAL = DEAD LOAD
DL = DEAD LOAD # =POUNDS
psf = POUNDS PER SQUARE FOOT
CAUTION: SPANS GREATER THAN 30'-0"
MUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1 /2
TO 2/3 IN LENGTH AS THE SPAN OF THE
TRUSS BEING SET.
REFER TO BCSI-131 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
(1 /4" if plotted 1 8x24 DESIGNED BY: YKW
J
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