HomeMy WebLinkAboutBUILDING SITE PLANSIn
*BUILDER"S WARNING*
'WARNING"
THIS IS A PLACEMENT PLAN FOR ENGINEERED
'BRACING:
GINEE ING SHEETS FOR THE
"SEE FINAL EN R
" BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
ALL BEARING POINTS MUST BE INSTAI-LED
COMPONENTS AS DEFINED BY WTCA 1 - 1995. DIAPHRAMS
1) FOR THE ERECTION BRACING FCJJ-OW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
PRIOR TO INSTALLING ANY TRUSSES1
HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS.
INSTRUCTIONS ON THE BCSIsSI SUMIbIARY SHEETS
2) PERMANENT BRACING FOR THE cFRUCTURE IS THE
PLIES AND THE CONNECTION INFORMATION.
"ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
FAILURE TO DO SO MAY RESULT IN
" FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW
RESPONSIBILITY OF OTHERS.
'OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
DAMAGED TRUSSES AND WILL VOID ALL
INSTRUCTIONS ON THE BCSI-81 SUMMARY SHEETS AND
3) INSTALL WEB BRACING AS STAT I ON SEALED
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
WARANTIES.
SEALED ENGINEERED TRUSS DRAWINGS
ENGINEERING TRUSS DRAWINGS.
ADVANCE.
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14' 10 3/16"
cV 36' 9 11/16"
NOTE: LAYOUT DRAWN BASED ONTHE
FOLLOWING ASSUMPTIONS:
(BUILDER TO ADVISE IF DIFFERENT)
_1) TYPICAL END DETAIL: 12" PLUMB
CANTILEVER, HEEL, ETC
ROOF PITCH = 3/12
_2) RIGHT SIDE NO CANTLLVER
(ZERO LOT LINE SIDE)
3) FOYER CEILING AT 9'4",
BUILDER TO FRAME DOWN AS REQUIRED
4) BC OF A6G AT 9'-0" AT FOYER AREA. .
_5) LIVING ROOM/KITCHEN 1/12 VAULT CLG
8'-0" PLATE HT.
HANGER SCHEDULE:
HUS26
HHUS28-2
U 24
QTY = 2
QTY = 1
QTY = '14
HIPC!\TS (3112) OTY = 3
3 13/'1611
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1211 8rfDETAIL
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12
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ZERO
LOT LINE
THESE PLANS Anse 6.,t
ARE SUBJEC r TO Ah q^ �R�iTfl<3t:,
RFCIi,d1T� 0 all FT.Ei.,,�
MAYL'ZN'r=� f3Aa* a
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I 5 SI9EM5 FL JJC*',
05 ST. LUICIE IdLYI). IFT'. Pfs;P,CD FT. 104R
OFFICE: (772)-WC-2188 rae: (72)-teII
CUSTOMER: Mel-Ry Constructllcn
JOB NAME: BERGEVIN RES.
ADDRESS: LOT 192 NETTLES ISL`ND
CITY/CNTY: JENSEN BCH/ST LUCIE
JOB # 25406
DATE: 07/22/13 revised 08/12/13
IN ACCORDANCE WIT14 T11E FLORIDA
AD1111NISTRATIVE CODE 61G15S-31.003 (3)'a),
EAST COAST TRUSS is the "Trues Design Euitruser"
Trusses are designed in accordance with the Fln-ldn
Building Code
APPROVAL NOTE:
By approving this placement plan($), signatured anywhere on this eat, the
customer or his representitive acknowledges that this placement pim
complies with the structural Intent of the project.
The customer also acknowledges that this approval authorizes i_,T
COAST TRUSS to manufacture these trusses and deliver them to ho project
Indicated on this drawing.
The customer also acknowledges that Were accepts financial
responsibility for any repair, engineering, and labor required due tr arom
other than those of EAST COAST TRUSS.
Signed:
Date:
CODE= FBC 201 O/TPI2007 ASCE --10
DESIGN CRITERIA = MWFRS
OCCUPANCY CATEGORY = II
EXPOSURE = D
MWF SPEED = 170
BUILDING TYPE = ENCLOSED
MEAN HEIGHT = 17'-0"
ROOF: DUR FACTOR= 1.25
PSF=TCLL - TCDL - BCLL - BCL I_
20-15-10*-10
LOADS PER FBC 5r FRG
'NON -CONCURRENT SC LL 10psf
COUr_-URFI.ENT RC STORAGE LI 20 f.i'
CAUTION: SPANS GREATER T �AN
30'-0" MUST BE SET WITH r'
SPREADER BAR. THE SPREADER
BAR SHOULD BE AT LEAST 1/2 TO
2/3 IN LENGTH AS THE SPAN 7F
THE TRUSS BEING SET.
REFER TO BCI-B1 FOR COMPL_TE
ERECTION AND SAFETY
PROCEDURES.
ALL BEAUS BY1,3UfLUR 1
SCANNEC
BY
St. Lucie county
REVISIONS
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TRUSS PLACEMENT PLAN
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ROOF EDGE
R803.2.3.1 SHEATHING FASTENINGS.
WOOD STRUCTURAL PANEL SHEATHING SHALL
BE FASTENED TO ROOF FRAMING WITH 8D RING -
SHANK NAILS AT 6 INCHES ON CENTER AT EDGES
ZONE I
AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING.
RING -SHANK NAILS SHALL HAVE THE FOLLOWING
MINIMUM DIMENSIONS -
ZONE 2
ZONE 3
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 ROLM HEAD DIAMETER.
5.2 INCH NAIL LENGTH.
ROOF SI-IEATNING NAILING ZONES
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 THREE
STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS 012
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 MM9N DIAMETER.
SOFFIT VENTS TO BE 6"X24' AT 8' O.C. MAX.
EXTERIOR CEILING/SOFFIT DETAIL
N.T.S.
NOTES;
GENERAL NOTES -
I. CONSTRUCTION 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,
STUCTU12AL 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.
11. 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
2.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.CORNIER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS
15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS
INDICATED ON DRAWINGS
16.120OF DL E 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 FS 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 PASSAGE OF FLAME AND PRODUCTS
OF COMBUSTION.
I. 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
12702.4,1 GENERAL. CERAMIC TILE SURFACES
SHALL BE INSTALLED IN ACCORDANCE WITH
ANSI A108.1, A108.4, A108.5, A108.6, A108.11,
A118.1, A118.3, AI36.1 AND A137.1.
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.
ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL CHECKLIST
PERMIT TYPE- S,F.R, PERMIT NUMBED OWNERS NAME MR. E MRS, BERGEVIN
DESIGN PROFESSIONAL NAME A/E JOHN H. CREgWE-L, PE JOB SITE LOCATION, LOT 192 NETTLES ISLAND
RULE 9 8-72 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 PLANTS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT.
PRODUCT
MODEL NUMSM2
MAN.r-ACTURER
EVALUATION AGENCY
NOA NUMBER
EXPIRATION DATE
WINDOWS -SINGLE HUNG
SERIES SH-77CO
LAWSON IMPACT GLASS
MIAMI-DADE
12-0127.16
12/27/2016
EXIT DOOR, SLIDING GLASS
SERIES 9200
LAWSON IMPACT GLASS
MIAMI-DADE
12-1204.12
02/12/2018
EXIT DOOR, SOLID CORE
EXTERIOR HINGED DOOR
THERMA-TRU
FLO121DA BUILDING CODE
FL 5891-R3
NA
ROOFING MATERIAL
5V-CRIMP
J.M. METALS
FLORIDA BUILDING CODE
FL 12966.6
NA
IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING ENVELOPE
EVALUATION AS REQUIRED BY THE FLORIDA BUILDING CODE.
PE= 40940, COA# 27002
ARCHITECT/ENGINEERS'S SIGNATURE FL. CERT./PEG, NUMBER
TEAWTF TFEA"rMr7IT REQUIRED
REVISION 10/I/13
FLOOR LOADS
�I l j'4�
EMBED =5 DOWEL 7"
INTO FOOTING W/EPDXY �.
Ml HAVE 8zN jur�I�VrcD
lil irt+�it .'��d 11]If1 RRMA
SEE TYPICAL WALL _ I�-
SECTION FOR FOOTING
DETAILS ` • • III__ i
MISSED DOWEL DETAIL
(9) IOD X 1-1/2"
STRAP TO TRUSS
SIMPSON MTS 16 ATTACHED
TO BLOCK W/(3)- 3/16' X 1-3/4'
TAPCONS
TYPICAL CONC,BLK
EXTERIOR WALL
MISSING TRUSS STRAP DETAIL
ST. LUCIE COUNTY BUILDING DEPARTMENT
CODE COMPLIANCE DIVISION
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
CtNJCtW FA97MEPS OR ATTACHMENTS
ARE 18E 998PONWILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANN' CORRECTIONS
RI'QUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
30ef-ate
AT. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CCM I NCE
REVIEWED BY
DATE
PLANS ANO PER I
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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 COMPONIETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR
FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE
OWNER MR. � MRS. BE12GEVIN
PERMIT NUMBER
ADDRESS LOT 192 NETTLES ISLAND
PANCY TYPE
FR
CONSTRUCTION TYPE
I 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)
I. 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 3/12 INTERNAL P12ESSLIRE COEFICIENT. +/- 0.18
4. WIDTH OF END ZONES, < 4.5' WIND SPEED, 170 (3 SEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE 1-1. ASCE 7 H FBC TABLE 1604.5
6. WIND EXPOSURE CLASSIFICATION, D ADJUSTMENT FACTOR FOR EXPOSURE e HEIGHT, 1,47
7. COMPONENTS & CLADDING WIND PRESSURE ON ROOF ZONE 1 -38.2 ZONE 2 -53.9 ZONE 3 -85.0
8. COMPONENTS & CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF
MPONENTS E CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF
10. L ADS FLOOR DEAD 75 PSF FLOOR LIVE 40 ROOF/DEAD 25 PSF ROOF/LIVE 30 PSF
AR WALLS CONSIDERED FOR STRUCTURE? YES -ANO (IF NO, ATTACH EXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED? YES X NQ----QF NO, ATTACH EXPLANATION)
13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NQ IF NO, ATTACH EXPLANATION)
14. MINIMUM SOIL BEARING PRESSURE 15AA- PRESUMPTIVE, 29%ee- BY TEST, WA- PSF
So1L Soil-S (z�Ov�c-fl'+E�
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CE PTIFICATIOM IS TRUE AND
CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME, JOHN H. CRESWELL, PE CERT#1 PEU 40940, COAU 27002
DESIGN FIRM,
5LCCDV FORM# 020-00
REVISED 5/18/09 (CU
DATE,
SEAL
SCANNED
BY
St. Lucie County
Do
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LEFT
AC ON ALUM.
PLATFORM
SEE DETAIL
PAGE 3
FLORIDA DESIGN CRITERIA
V(ULT) 170 MPH
V(ASD) 132 MPH
EXPOSURE
IMPORTANCE FACTOR
CATEGORY
INTERNAL PRESSURE COEFFICIEN
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
T
(3 SEC. GUSTS)
(3 SEC. GUSTS)
D
I I
COMPONENTS E CLADDING PRESSURES EXPOSURE "D"
TAG
POS.PRESSURE
NEG.PRESSURE
TAG
END ZONE
SQ.FT.
46.0
-49.8
-61.6
10
44.0
-47.9
G
-57.5
20
41.2
-45.1
-51.9
50
39.2
-43.1
I
-47.9
100
34.3
-38.1
J
-38.1
500
EXPOSURE "D" MULTIPLIER
MEAN ROOF HEIGHT FACTOR
LESS THAN 15' 1.47
REVISION DATED 9/10/13
ROOF OVERHANG,
PERMIT #1309-0091
-5'
AC ON ALUM.
PLATFORM
SEE DETAIL
PAGE 3
Ij' `r ✓� `t �I+f
W
THESE PLANS HAVE EWE REvjo.-V ED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
RF'OUIRED BY FIELD INSPECTORS THAT
MAY NEC,, aSARY IN ORDER TO
COMPLY WITH ALL APPLICADLB CODES,
LE
- - - - - - -TERMITE TREATMENT REQUIRED
Ff:�ONT
REVISION DATED 9/10/13
ROOF OVERHANG
PERMIT tt1309-0091
4"
(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, BOT
SIDES OF PLATFORM,
36" X 36"X 1/4"
ALUM. AC
PLATFORM
14" FILET WELD 5/8" D, WEDGE
ALL EDGES ANCHOR AT 6" O.C,
PLATFORM TO BLK.WALL
TYPICAL
FOOTING
5V-CRIMP METAL ROOF
OVER 30tt FELT OVER
19/32' CDX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
'SIMPSONI" HETA20
AT EACH TRUSS
TO BEAM W/(12)_
IOD X 1-1/2
SEE SOFFIT E
FASCIA DETAIL
7/8" P.C.
TYPICAL E
CONCRETE BLOCK
EXT. WALLS W/41)
tt5 VERT. AT 4' O.C.
E EA. SIDE OF EA.
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
CONCRETE FOOTING
W(4)tt5'S CONT. (2) AT
TOP AND (2) AT BOTTOM
Exelol►1<i90101
°
TYPICAL CONCRETE BLOCK c�
XTERIOR WALL WITH STUCCO iv GRADE
BOTH SIDES
CONC. FTNG.
WA4) tt5'S CONT.
GRADE
FOOTING AT BALCONY
2) #5'S CONT.
AND ENTRY
36'
CONT.
TYPICAL ONCRETE
XTERIOR FOOTING
WALL
FOOTING AT GARAGE
14
ALUMINUM AC MOUNTING PLATE RM
AT FINISHED FLOOR ELEVATION
12
PITCH
3 ENGINEERED ROOF
TRUSS AT 24" O.C.
%� 30 INSULATION
/ 1'X4" AT BOTTOM
f CHORD AT 8" O.C.
AND CONTINUOUS
AILED WA3) 8D
COMMON EA.TRUSS
I/2' DRYWALL
CEILING
CONCRETE 'U" BLOCK
W/(U tt5 CONTINUOUS
USE CONCRETE LINTEL
ABOVE ALL WINDOWS
AND DOORS THRU BLOCK
WALL
VERT TO T.O.B.
1/2' DRYWALL OVER
12-4.5 FOIL OVER
I-X2'P.T.FIR
OVER CONIC. BLOCK
CONC.
GRADE
IMPACT
FILL
6
A
TYPICAL WALL SECTION
N.T.S.
6A.F.E. NAV088
BOTTOM
OF
6' A.F.E, NAVD88
1/2" DRYWALL
4'X4'
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WOOD SCREWS AT 16" O.C. i \ AT FIN % I
DRYWALL \ FL.. Esv
2" X 476" METAL
FRAME AIR CONDITIONED
LIVING AREA
AIR CONDITIONED
ATTACH METAL
BOTTOM PLATE TO
STORAGE
SLAB W/(2)-1/4" X 2"
POWDER ACTUATED
METAL
PINS, "HILTI" OR EQUAL
SOTTO
T 16" O.C.
PLATE
4" CONC. SLAB
4" CONIC,
SLAB
� A•F•E NAVD88
`, .` 2-
01
CONIC,
FOOTING REVISION 10/I/13
OOD FRAME
_ — ATTACHMENT
N.I.S.
i
w
•L T1t.,T�i
LINTEL SCHEDULE
HIGH —STRENGTH
PRECAST AND PRESTRESSED LINTELS
Ltt
MANUFACTURED BY CAST—CRETE
SAFE
APPLIED
SAFE
APPLIED
GRAVITY
GRAVITY
UPLIFT
UPLIFT
BEAM
LENGTH
TYPE
LOAD
LOAD
LOAD
LOAD
COMPOSITE
LI
2-10"
PRECAST
6113
< 800
4460
< 400
8FI6-IB/IT
L2
4'-0"
PRECAST
6113
< 800
3079
< 400
81`I6-13AT
L3
4'-6"
PRECAST
6113
< 800
2724
< 400
896-I3/IT
L4
5'-4"
PRECAST
5365
< 800
2290
< 400
8FI6-IB/IT
L5
6'-6"
PRECAST
3480
< 800
1880
< 400
81`I6-9/7
L6
II'-4"
PRECAST
1366
< 800
798
< 400
8FI6-IB/IT
1, ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND 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
+ TOP E BOTTOM REBAR TO BE =7 WITH STIRRUPS, SEE DETAIL BELOW
RANGEr000
EMICRO
LIVING
WALL
G
PLUMBING
P.T. BOTTOM IZ-19 WALL I/2" DIA. A.B. AT
PLATE 32' O.C., 6" MIN.
4' STEP DO EMBEDIMENT IN CONIC.
4' CONIC. 4" CONIC.
SLAB SLAB
:2 tt5S
CONT
CONIC.
FOOTING
STEPPED CONCRETE FTNG.
AT BALCONY
1
I
PLUMBING WALL
I
PLUMBING
0
I
I
I
I
= I
I
I
LOPE 2'
I I
I I
I I
I I
j GARAGE j
PAVERS
I� �I
-10" 0'-22"
FOUNDATION PLAN 1/4" = 1'-0"
4'X4'
NDING;:LA
11 1 I,Y..,
I 4' alb
- -/
\\ L5
\--SLOPE I"
\\\
\ SCREENED
o
L6 \ 43 sq a
\\
\
low
lo N
O \ N
:D \
\\
S
o
REVISION 10/1/13
AIR HANDLER
LOCATION
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
COMICTOROFRECORO
�37•_8
THESE PLANS AND ALL PROPOSE -.
ARE SUBJECT TC ANY IOFIRECTIO,l
R('OUIRE❑ BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALLAPPUCASLE COOM.
(2)
u
T➢.F, 25 EGR
20•-0�"
O
I i---1
RANGE X
I I---�
EMICRO GUEST
LIVING �1 , 1 O
ROOM >i L--- ; BEDROOM
_---r-----LQT_ CH> EN d b
2" X 4" METAL F124fVE
2" X16" METAL FRAME
VENT DRYER THRU ROOF12 REF. O68
REVISION 10/1/13 2868
WATER I-EATER
w
31 - LOCATION in VAULLIMT1W/D-' VAUL—"'8 FLALIMIT 120%
ze6 YER15'-5"c i< 7_
c° i TERMITE TREATMENT REQUIRED
* 4"CONC.SLAB W/6' X 6"-10,10 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 CONC W/VAPOR BARRIER
* ALL FOOTING DESIGN BASED ON 2500(ASSUMED)
PSF SOIL BEARING CAPACITY, CONTRACTOR
TO VERIFY. PROVIDE MIN. 3/4" RECESS AND/OR
SILL FOR ALL DOORS TO EXTERIOR.(INCL-. GARAGE)
'Jor, 11
pl�
T\
k jw�*l A�l
-0:
4'
L2
3 94 CLNG.
LANDING
-91
-1 O" 0'-22"
FLOOR PLAN 1/4" = 1'-0"
CONCRETE BLOCK EXTERIOR WALLS
WITH TYPICAL STUCCO FINISH
Ell
pm II •-
ROUND AUGER
PILING W/ STEEL
I PI
6" X tt3 SQUARE
CAGE, (4) tt5'S
HOOPS AT 17 O.C.
® ARRANGED INSIDE
VERT,
SQUARE HOOPS
AND WIRE TIED
LET tt5 VERT. CAGE
STEEL (4), RUN 'WILD'
EXTEND VERT STEEL (4
36' ABOVE AUGER CONC.
3' MIN. CONC. COVER
POUR, USE 3000PSI C(NC•
TOP VIEW AROUND ALL REBA12
6' CONC. SLAB
W/s5'S AT 12' O.C.
EA,WAY, POURED
MONOLITHIC WITH
GRADE BEAMS
E PILINGS
14
12' ROUND AUGER
PILING W/ STEEL
CAGE, (4) tt5'S
ARRANGED INSIDE
SQUARE HOOPS
AND WIRE TIED
6' X u3 SQUARE
HOOPS AT 12" O.C.
VERT.
CONC.GRADE MEAN
BETWEEN ALL AUGER
PILES W/(2) 45'S CONT.
USE 3000 PSI. CONC.
CONCRETE AUGER PILING, GRADE BEAM, CONC, SLAB DETAIL
im
.7
1 i i
I 1 1 I I I
I 1 1 I I I
1 I AUGER PILINGS I I 8' X 12" GRADE BEAMS
1 ( (TYPICAL, SEE DETAIL I —I—WAD tt5'S AT BOTTOM
1 i i (TYPICAL)
I
I I I
S
-22
L
AUGER PILING PLAN 114" = 1'-0"
(16) AUGER PILINGS
cIC'4
TjfcsE PLANS HAVE E'LEN REVINED
IN ACCORDANCE WITN THE FLORIDA
BUILDING CODE,
THESE PLANS AND ALL PROPOSED WORK
ARE SUDJECT TO ANY CORRECTIONS
R!-OUIRED BY FIELD INSPECTORS THAT
MAY SE IN OPDER TO
COMPLY WITH ALL APPL CABLE CoOle.
TERMITE TREATMENT REQUIRED
CONUUMSERS ORATT 1
ARI THwoNSIBIIiv'oFx—
0=011OFRECt
2' V.TR.
I
I
KITCHEN i SINK N
r_ 2_J
/
/ 2'
/
I
I
Iz
I
I
1 N WID I
WC 1 V
IT 3—J'.\ 1
\ �l
I
LAV QUE5 L`\ i
N BATH `\
2" \\ B.
I
RECESS
SHOWER 2• IF
�--------- \ - I
\\Y
I
1
113'
I
TO APPROVED
SEPTIC SYSTEM
z V.T.R
RECESS
SHOWER
2-----u
l �
1 /2'
/ -- 3---- — j C
M_BATH
N
3./f-------- 2--------i
AV
PLUMBING RISER
N.T.S.
ELECTIR I C Q I SEA
NOT TO SCALE
BY
3u2/C.U•IN 2" DIA.
4'X4'
LANDING
\\ BALCONY
\43 SO F
\
\
\
\
\
\
\
\
C METER O
200
200 AMP, IPH., 3W., 115/230V
FLUSH MOUNTED NEMA I
AMP W/200 AMP MAIN BREAKER
PANEL (30 CIRC.)
3---1 , IO.OSEER AC=2
f (MIN.)
(3) #2/0 THHN—CU
IN 2" CONDUIT
#4 SOLID OR STRANDED CU. GROUNDED TO 0#5
REINFORCING BARS AT FOUNDATION BASE
2 GRND.RODS u 6' APART tt2/0
I
IOXIO-7 \ /
170 CFM
Ix
I I
1 w& O X
LIVI G I 10910M O
ROd.M —T--�
202 SQI F_�___—t
KITCHEN
135 SO FT Dw \/
IOXIO-7 I I A
170 CFM I I 1
I I I REF.1�I k
II I g 10
it
TRG. oaPN
50 CF x4- FOYER Ua > <.
V.T.R. ,p,27 CFM 113 J''Q FT
GUES
BATH
LO 60 SO FT
CEO
18 CFM
ENTRY
21 SO FT
—LANDING —
12XI2
I � I
IACCESS
GUEST
BEDROOM
117 SO FT
12X8-7
97 CFM
CFM
125 CFM
MASTER
BEDROOM
168 SO FT
GARAGE
92 SO FT
ELECTRICAL NOTES:
*200 AMP SERVICE
*SMOKE DETECTORS AS REQUIRED
*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, OR 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 210.12(B))
(B)TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED
IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52,
ALL 125V. 15 AND 20 AMP RECEPTACLES
*RECESSED LIGHTING FIXTURES
MUST COMPLY WITH
FLORIDA ENERGY CODE 606.I.ABC, 1.2.4.
PRODUCT APPROVAL (TOTALLY ENCLOSED)
p a
F{ y f
t{pFqqp'�1 I' q�
, R ,F�)
HVAC PLAN 1/4" = I'-O"
PROVIDE BALANCED AIR RETURNS
IN ALL UNIT BEDROOM
4 X4'
—J
\ W
\\ BALCONY
\ 43 s ft -".
WP
\
\
\
\
\\ %'
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
RI°.QUIRED BY FIELD INSPECTOR4 THAT
MAY IRE NECESSARY iN ORDER T9
COMPLY WITH ALL APPL1CADL•E OWFS
METER BY F•P1
FIELD LOCATE
REVISION 10/I/13
AH WORKING —
SPACE
TFT:w-rr-rw��M#*'Y�"Mt'T1TR1C1?
THESE PLMS NAVE 13�C% REV{VIED
Ih ACCOMAACE W'o68TiH H FLORIDA
BUILDING CODE
LOAD CALCULATIONS
RESIDENTIAL 200 AMP ELECT. PANEL 240— IC 3W
CIRC.
DESCRIPTION
VOLT
SIZE
WATT
SIZE
L2
AC/AH
240
60
12,000
6
3,4
ANKLESS—DEMAND W/H
240
30
17,000
10
5,6
OVEN/RANGE
240
50
12,000
6
T8
LAUNDRY/DRYER
240
30
1,000
10
9
LIVING RM.
120
j 15
1,500
14
10
MASTER BEDRM.
120
15
1,000
14
11
OTHER BEDROOMS
120
15
1,000
14
12
NOOK
120
20
1,000
12
13
LAUNDRY/WASHER
120
20
1,000
1 12
14
KITCHEN
120
20
2,000
GFI
15
BATHROOMS
120
20
I1000
GFI
16
SPARE
120
20
1,000
12
FIRST 10,000 AT 100% - 10,000 51,500 WATTS
REMAIN, 41,500 AT 40% 16,600
TOTAL 31,600
AMPS - 31,600/240 - 131.6 AMPS
USE 200 AMP. SERVICE
WP
GFI
22OV.DISC.
f,l —
I /\
' / I
-y 220
I
I 1
C LIVING i GF I ---� ILO
ROO
I 1
- LKITC
I
I
ELECTRICAL LEGEND
U2 ON SWITCH 110 V. RECEPTACLE
110 V. RECEPTACLE
220 V. SPECIAL PURPOSE OUTLET
FLOOR OUTLET
PENDANT LIGHT
WALL MOUNT LIGHT FIXTURE
IIOV FOR FIXTLRE(LITE.ETC)
RECESSED LIGHT
®
EXHAUST FAN/LITE COMBINTION
®
EXHAUST FAN
%u�
CEILING FAN
y+Sl
OILING FAN W/ LIGHT
s
SINGLE POLE SWITCH
cJ3
DOUBLE POLE SWITCH
C1
220 V. DISCONNECT
®
SMOKE DETECTOR
®
CARBON MONOXIDE ALARM
DQ
FLOOD LIGHT
IO��
DOOR OPENH2
®
FLUORESCENT LIGHT
®
FLUORESCENT LIGHT
arm-.3
ELECTRICAL PANEL
�]
ELECTRICAL METER
TELEVISION JACK (CABLE)
A
PHONEJACK
C DOORBELL/GARAGE DOOR BUTTON
1}I
CHIMES
®
SPEAKERS
GFI
GROUND FAULT INITEWLIPT
WATERPROOF
,NIP
<83
CHANDELIER
LE d
REVISION 10/I/13
ELECT. PANEL. —
LOCATION
db
REVISION 10/I/13
WATER HEATER
IO 220
'- — _ LOCATION
MG
W/D
®V
/
50 C
�.TR.
RE0P.1 \0
I/\
IIM
W/�TER HE I A'f" I
11�! LOC ION LA SS
III —�I
II II HEA
I I MOL
11 II MASTER
II I
—LANDING —
GUEST
50 OFM
GARAGE
92 SO FT
ELECTICAL PLAN 1/4" = 1'-0"
PER 2010 N.E.C.
BEADING HEADED SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X6
SPF
STAGGERED
12"OC 16D
UP TO 3'-11
(U
(1)
(2)2X8
HEMP FIR
STAGGERED
12"OC 16D
4' TO 6'
(1)
(U
(2)2XIO
HEMP FIR
STAGGERED
12"OC 16D
6'-1 TO 8'-6
(2)
(D
(2)2XI2
HEMP FIR
STAGGERED
8"OC 16D
8'-7 TO 16'
(2)
(2)
NON -BEARING HEADEQ) SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X4
SPF
STAGGERED
12"OC 16D
UP TO 3'-il
(U
(1)
(2)2X6
SPF
STAGGERED
12"OC 16D
4' TO 9'-8
(1)
(1)
I
HEADER �--8-12" 2"
1
1' MIN
FROM EDGE
AX
12" MAX
19/32" CDX
PLYWOOD
5V-CRIMP METAL
ROOF PANEL
FELT
FILLED
1/2'/I•X2' P.T
FIR ST
DRYWALL RIF
2'X8' P.T. DOOR BUCK
ATTACHED W/1/4' X 4'
TAPCONS•6' EA.END. $
018' O.C(SNGLLEAF)
E •12' O.C. (DBLLEAF)
SWING
DOORJAMB ATTACHED
W/uIO X 3' WOOD SCREWS
•6' EA.END E 18' O.C.(SNGLLEAF)
E 12" O.C.(DBLLEAF)
EXTERIOR SWING DOOR ATTACHMENT DETAIL
3/8• CONT. BEAD OF CAULK
BACK BEDDING) BE -HIND BUCK
TO PREVENT LIQUID PASSAGE
SET FLANGE IN CONT.
BED OF CAULK ACROSS
ENTIRE FACE OF BUCK
li= JLM 3L=
ATTACH P.T. BUCKS
W/.099 X 1-1/7 NAILS
AT 17 O.C.
/s /4' MAX SHIM
P.T. IX WOOD BUCK TO
--0(TEND BEYOND INTERIOR
FACE OF WINDOW OR SGD
/2' DRYWALL
TTACH AS PER MANUF.
.ODUCT APPROVALS
AUUMWINDOW
SGD. JAMB
1/2"
1'X2' P:T, I'X2' P.T.
I'X6' P.T. WINDOW BUCK I rrc[
ATTACHEDwn-v2' •r
NAILS • 18'O.C. VERT
2X6 FR,
!�
WINDOW FRAME
ATTACHED TO CONIC,
BLOCK THRU WOOD
TYPICAL
WINDOW BUCK W/1/4• X 2-I,
STUCCO
TAPCONS, FILL ALL HOLES
MIN EMBED 1-1/4'
3/8' CONT. BEAD OF CAULK
BACK BEDDING) BE-IIND SHIM
TO PREVENT LIQUID PASSAGE
1/4• (MAX) S
SETHIM FLANGE
IN CONT,
AACROS
ENTIRE FACE OF ,q�
SHIM
PEEQINIEi E2 CAULK
SCREWS SUPPLIED BY TYPICAL SID
S.G.D. MAN-F. IN5TALL OT4ER
AS PER MANUF. INSTRUCTIONS
2X6 FEADHR JACK
sI> Eno FOR DETAILS
S.G.D.JAMB ATTACHMENT DETAIL
SILL CORROSIVE RESISTANT TAPCON'
PRE -CAST 'ONC' SCREWS INSTALLED AS SPECIFIED
CONIC. SILL IN WINDOW MANU=. PRODUCT APPROVAL
AS IN FLOOR PLAN
TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL 11PICAL PRECAST CONIC. SILL DETAIL
NDTF` GU NABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
NOTE GINNABLE 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:
I. 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 OTHER APPROVED METHOD:
1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS.
1.2 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/MAMA 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.
METAL S. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
NEL 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL
OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
I. AT THE EAVE, RAKE,AND 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. a9-15 X 1-1/2' SELF DRILLING CORROSIAN RESISTANT FASTENERS
W/ SELF SEALING WASH-ERS AT 12" O.C. AND AT 12" O.C. IN THE CENTER
OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE ON TI-E
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 NEXT, 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-RI
EXTER 1 OR
ATTACHMENT TO ALUMINUM WALL
DECK AS PER AC MANUF.
UNIT
AC
SE
AGE
CONDENSER
ALUMINUM
PLATFORM,
DETAIL THIS P
COMPRESSOR ATTACHMENT DETAIL
N.T.S.
—R-19 INSLL.
LINER
PNEUMATIC
FASTNER SCHEDULE
I.) PNEUMATIC FASTNERS SHALL BE 'HILTI"
COIL NAILS, TYPE ClZF 1120. 1-1/2' LONG BY .120 DIAMETER UNLESS OTHERWISE NOTED.
2.) FASTNERS OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED.
LOCATION
NAIL SIZE
MANUF.
MODEL tt
SPACING/
REMARKS
PLYWOOD WALL
2-3/8" X .113 (34 DEG.)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SP812MS
SEE DIAPHRAM SCHEDULE
PLYWOOD FLOOR
2-3/8' X .113 (34 DEG.)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SP8RMS
SEE DIAPHRAM SCHEDULE
PLYWOOD ROOF
8D COMMON COATED
PRUDENTIAL
SHEATHING
BUILDING MAT.
SEE DIAPHRAM SCHEDULE
I" X 2' FURRING
.099 X 1-1/2" SM
INTERNATIONAL
422428
16' O.C.
STRIPS
STAPLE
WINDOW BUCKS
.120 X 1-1/2"
HILTI
12" O.C.
GARAGE DOOR
1/2' X 5-1/2"
RAMSET/REDHEAD
24" O.C. VERTICALLY
BUCKS
DOOR BUCKS
1/4' X 2-1/2'
INTERNATIONAL
8" O.C.
TAPCONS
STAPLE
SLIDING GLASS
.120 X 1-1/2'
HILTI
12" O.C.
DOOR BUCKS
ROOF BASE
.120 X I'
CENCO
HJI5ATA
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
19/32'
O.C. .
24' AX.
IOD,
HOD,
IOD,
IOD,
IOD,
IOD,
IOD,
BLOCKING
EXPOSURE I, OR EQUAL
6' O.C.
6' O.C.
6" O.C.
6" O.C.
6' O.C.
4' O.C.
4' O.C.
AS SHOWN
SPAN RATING 40/20
NOTEt 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 ARCHITECTUrqAL DRAWINGS
WITH TRUSS MANUFACTURERS DRAWINGS BEFORE TRUSS MANUFACTURERS TRUSS
ENGINEERING PACKAGES AND ACTUAL TRUSSES ARE PRODUCED.
a
T'rlcslPLO MEMO
11. colofgac;I-ME FLORIDA
�JI1
COHCFAIEd ���� pnp,CHMEHTS
pAEYHEAESPONSIBIIV�'f OF'PHE
COHsclogof* 0 0
THESE PLANS AN0.A4. PR9P.QSER)NR(',K
ARE S`1SdECTTOI Y Jo G YlU"da
AFOUIRED.9Y 1p(f4p WN IE ';Can'I4 7'Hi")T
MAYBECESSA4#Yp(N Orda'}yR-ail
COMPLYV4VITHA4.LA".k1C¢� E,gq?PFS.
TYPICAL
AL DRIP FLASHING
X2" P.T. DRIP EDGE
X6" PRIMED R.S.
ACIA
TYPICAL WALL CONTRACTOR TO USE
SEE WALL DETAILS CO STUCCO OVER 3/8"
HI RIBBED PAPER BACKED
METAL LATH OVER "TYVEK"
W/I" PER F.B.C. 2514.3.5,
THE CONTRACTOR SHALL
SOFFIT E FACIA DETAIL INSTALL 6' X 24" SOFFIT
N.T.S. VENTS ® 8'-O" O.C.
SEE ALL PAGES FOR STRUCTURAL DETAILS 140 M.P.H. WIND CODE APPLIES
OR WOOD �CONT. 25 GAUGE METAL
TUDS AT O TRACKS TOP E BOTTOM
za• O.0 .
25 GAUGE CHANNEL SHAPED
STUDS AT 24' O.C. W/ I/4'
GYPSUM WALL BOARD APPLIE(
VERTICALLY E ATTACHED W/ I'
LONG BUGLE I-EAD SCREWS T(
EA. SIDE AT IT O.C.
CONC.
ERE R OO12 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
tt10 X 4' WOOD SCREWS AT
4" FROM EA. END E
24' O.C., (3) MIN.
LOOR JOIST
KNEEWALL DETAIL
TERMITE TREATMENT REQUIRED
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-61 SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
*BUILDER'S WARNING*
* 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.
)k SEE FINAL ENGINEERING SHEETS FOR THE
STRUCTURAL DATA, NUMBER OF GIRDER AND
TRUSS PLIES AND THE CONNECTION INFORMATION.
)k OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES
IN ADVANCE.
* 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.
TRUSS PLACEMENT PLAN
1016NET011014i�i�i�i�i�i�i
NOTE: LAYOUT DRAWN BASED ON THE
FOLLOWING ASSUMPTIONS: ❑
(BUILDER TO ADVISE IF DIFFERENT)[]
_1) TYPICAL END DETAIL: 12" PLUMB ❑
CANTILEVER, HEEL, ETC ❑
3/12 ROOF PITCH
_2) RIGHT SIDE NO CANTILVER ❑
(ZERO LOT LINE SIDE)❑
_3) FOYER CEILING AT 9'-4", ❑
BUILDER TO FRAME DOWN AS REQUIRED
4) BC OF A6G AT 9'-0" AT FOYER AREA.[]
;OOM/KITCHEN 1/12 VAULT CLG❑
ANGER SCHEDULE:[]
US26 QTY = 2 ❑
HUS28-2 QTY = 1 ❑
24 QTY = 14 ❑
F TS (3/12) QTY = 8
13/16"
VCSE WIS WE &Z, 1,7E18&D
T IhACCDED. CE THEFLORIDA
BUILDING CODE
ZERO ❑
LOT LINE
1'HEIE PLANS AND ALL PROPD8E4 W9RK
TTACHMENTS ARE SUBJECT TO ANYCORRECT1010
AClGUIRED BY FIELD INSPECTORS THAT
V OF THE MAY BE NECESSARY'1TV O1gDh:R TO
'COMPLY 1Y1TN ALL APPLICABLE COD
vORD
CONNECTOR
UPLIFT
FASTENERS
PER STRAP
3285
12) —SDS 1/4" X 2-1/2" IN GIRDER
(4) 3/8" X 5" TITEN HD.
2500
10-10d x 1-1/2 EACH
1805
10-10d x 1-1/2
650
10-8d x 1-1/2
Manufacturer) for Design of
Lssumed for the Dimensioning,
system.
ELL, PE
ENGINEERED TIMBER
TRUSS SYSTEMS C T PRODUCTS
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946
OFFICE: (772)466-2480 FAX: (772)466-5336
CUSTOMER: Mel—Ry Construction
JOB NAME: Bergevin Res.
ADDRESS: Lot 192 Nettles Island
CITY/COUNTY: Jensen Bch/St. Lucie
JOB#:25406
DATE: 07/22/13 revised 08/12/13
In accordance with the Florida Administrative Code
61 G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer".
Trusses are desi ned in accordance with the
Florida Building Code
NOTE:
By approving this placem@ht plan(s), signatured anywhere on
this sheet, the customer al• his representative acknowledges that
this placement plan compli@s with the structural intent of the
project.
The customer also acknowledges that this approval authorizes
EAST COAST TRUSS to manyfacture these trusses and
deliver them to the project indicated on this drawing.
The customer acknowled9es that he/she accepts financial
responsible for any repair engineering and labor required
due to errors other than these 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: 17'=0"
TRUSS SPACING 24" O.C. EXCEPT AS NOTED
GRAVITY LOADS
ROOF
TIC LIVE: 20psf
TIC DEAD: 15psf
BC LIVE: 10p3f*
BC DEAD: 10psf
DUR FACTOR: 1.25
LOADS PER FBC & FRC
* NON —CONCURRENT BC LL 10psf
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 DL = 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
REVISIONS
DATE
CHANGES:
INITIAL
8/12
1. exposure D
2. Hip to left of entry (A16, HJA2, CJA6)
YKW
(1/4" if plotted 2436) DESIGNED BY: YKW
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