HomeMy WebLinkAboutbuilding plansE
S
FCALE : 1 "=20'
CERTIFIED TO:
JON SIMON AND SKYLA SIMON
RON RAYMOND CONSTRUCTION, INC.
SEACOAST NATIONAL BANK
FIRST AMERICAN TITLE INSURANCE COMPANY
DESCRIPTION
LOT 8, LONE PINE SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.38 ACRES, MORE OR LESS.
SURVEY NOTES
LOT 9
1. THIS SURVEY I$ NOT VALID WITHOUT A SIGNATURE AND
ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL
LAND SURVEYOR.
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR
AGENT.
3. THE LAST DATE OF FIELD WORK WAS APRIL 11, 2017
(Book 16-245/12).
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
NOT LOCATED AS PART OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH
LINE OF LOT 8, BEARING S89°35'29"W, PER PLAT. ALL
BEARINGS ARE RELATIVE THERETO.
6. ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF
THE SIGNING PARTY OR PARTIES.
w
7 PROPERTY LIES IN FLOOD ZONE "X" PER MAP p /W Lit
FENCE TIE
(.2.2' NORTH)
X
1
16.1,
UNPLATTED
ACREAGE
S89°35'29"W
_ X 100.00' X
N
FENCE TIE
(2.4' NORTH)
X
N36 312�
A E.
i6nO NO)
CPER PUAT
Om
o-
O 00
o
o�
0
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z
'T 'R=65,00'\
COP EoN A=11'08'59"
L=12.65'
COMMON / Voe
�� / 'I JECT gEN A8 ENO IDi
� " "� / SERON All IQON (ASSOM'EO)
—
10 E. EE,100.
12111CO280 J, DATED 2-16-12. - -"O (PER PEATi
ALL
ELEVATIONS SHOWN ARE BASED ON AN ASSUMED — — As
DATUM PHA j E
ONE pIN RIE
rt1ER (R/w VA
RICHARD C, LA`oFNTURE, FLORIDA P.L.S. #5209
BOUNDARY SURVEY
PREPARED FOR
JON & SKYLA SIMON
jtt 117
DATE
PKD ASPHALT
59
-1 � f
-
-.REVISIONS— BY DATE
MOVE PROPOSED RESIDENCE 15 FEET SOUTH (PER OWNER) MWH 1/5/17
..... _ _.
REVISE DRIVEWAY L99ATION; ADD PROPOSED FFE JOE M 3/4/17
FORMB0ARD SURVEY JOE M 4/11/17
TASK
FORMB0ARD SURVEY JOE M 4/11/17
TASK
BY
-DATE
FIELD
MWH
11/15/16
CALCS.
........
RCL
.....
11/14/16
.. ..
DRAWN _
MWH
_ _....
11/21/16
CHECKED
RCL
11/22/16
FILE REF,
FIELD BK./PG.
16.2838
GPS
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LOT 7
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(PERMIT # 1702-0
LEGEND
,ns
= CURVE CENTRAL ANGLE
R
= CURVE RADIUS
L
= CURVE LENGTH
(C)
= CALCULATED,
(P)
= PLAT
(D)
= DEED
ORB
= OFFICIAL RECORD BOOK
`------POB
—ROINT-OF BEGINNING—_. -.
POC
= POINT OF COMMENCEMENT
IR
= # 5 IRON ROD
EL
= ELEVATION
(RC
= N 5.IRON ROD & CAP
FPL
= FLORIDA POWER AND LIGHT
FFE
= FINISH FLOOR ELEVATION
CM
= CONCRETE MONUMENT
P.L.S.
= PROFESSIONAL LAND SURVEYOR
LB
= LICENSED BUSINESS
P.B.
= PLAT BOOK
IP
= 1/2" IRON PIPE
PKD
= PK NAIL AND DISK
R/W
= RIGHT—OF—WAY
(
= PROPOSED SEPTIC TANK
0
= PROPOSED IRRIGATION WELL
U.E.
= UTILITY EASEMENT
A.E.
= ACCESS EASEMENT
Q
= FND IRC 6852
= CURB INLET
Q
= ALUMINUM FLAG POLE
= LAMP POST
®
= WATER METER
OO
=AT&T PEDESTAL
0
= CABLE TELEVISION BOX
`a,
= WOOD POWER POLE
`D ,
= CONCRETE POWER POLE
C-
= GUY WIRE
CONC
= CONCRETE
-0-
= 4' CHAIN LINK FENCE
-X-
= 4' BARBED WIRE FENCE
-0-
= 6' VINYL FENCE
-A-
= 4' ALUMINUM FENCE
- CHU
= OVERHEAD UTILITY
PG
= PAGE
ALUM
= ALUMINUM
SO FT
= SQUARE FEET
LAVENTUR-E-&- SATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
774 W. MIDWAY ROAD
FORT PIERCE, FLORIDA 34982
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
DATE:
11-22-16
HORIZ.
VERT.SCALE:
SCALE: 1"=20'
N/A
JOB No. 16.2838
SHEET
1 OF 1
UNPLATTED
ACREAGE 10
FENCE TIE
(2.2' NORTH) S89'35 29"W / FENCE TIE \
x x 100.00' �. (2.4' NORTH) ^.
E
S
SCALE : 1 "=20'
x
J O U
CERTIFIED TO:
oa a 0-
f
JON SIMON AND SKYLA SIMON
,o
a N N
RON RAYMOND CONSTRUCTION, INC.
x o o
a a0 O d
a
(if U
ro
r
Icd COVERED
PORCH 27.
27.7
LOT 10 LOT 9 009
v0qe'
LOT 8, LONE PINE SUBDIVISION, ACCORDING TO THE PLAT FFE=103.71 (VACANT)
LOT 8
THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE w
ROPOSED
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
0mr 'It
RESIDENCE
0
n PROPOSED 11.
SAID LAND CONTAINS 0.38 ACRES, MORE OR LESS. 0 CO
N
° FFE=TBD
6.8' o
b ,
O
N 11.0'
—PORCH
^ COVERED
18.5'
o -
16.2'
NOTE: CITY WATER AVAILABLE
11.
7.520.0' N
SURVEY NOTES
1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND
ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL
LAND SURVEYOR.
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR
AGENT.
3. THE LAST DATE OF FIELD WORK WAS NOVEMBER 18,
2016.
4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE
NOT LOCATED AS PART OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH
LINE OF LOT 8, BEARING S89'35'29"W, PER PLAT. ALL
BEARINGS ARE RELATIVE THERETO.
6. ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF
THE SIGNING PARTY OR PARTIES.
7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP
12111CO280 J, DATED 2-16-12.
8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED
DATUM.
BY: A
RIC R , f r3 17
RICH D C. LAVE URE, FLORIDA P.L.S. #5209 DATE
BOUNDARY SURVEY
PREPARED FOR
JON & SKYLA SIMON
-a/-Wm.
1.5'—F--- -------I
of ----
--- — 9
34'
PROPOSED
SEPTIC
SYSTEM u
PROPOSED
CONC DRIVE
�.46
Ni 36 ,
O� , �O PER P�ASi
eb°1
21
71
19.3E '
I COAREAN / � 6'• /
t0' CPEREP ATi / ����� /
iiNF
I
7 P 00
o LOT 7
O(VACANT)
O /
LOT 6
FFE=103.51
LEGEND
,�i = CURVE CENTRAL ANGLE
R = CURVE RADIUS
N
L = CURVE LENGTH
(C) = CALCULATED
(P) = PLAT
(D) = DEED
ORB = OFFICIAL RECORD BOOK
ROB _=_POINT OF BEGINNING
POO = POINT OF COMMENCEMENT
IR = # 5 IRON ROD
EL = ELEVATION
IRC = # 5 IRON ROD & CAP
FPL = FLORIDA POWER AND LIGHT
FFE = FINISH FLOOR ELEVATION
•
CM = CONCRETE MONUMENT
"E
R=65.O0
P.L.S. = PROFESSIONAL LAND SURVEYOR
A=11'08
59
LB = LICENSED BUSINESS
GoA EON
P.B. =PLAT BOOK
L=12.65'
IP = 1/2" IRON PIPE
--'
PKD = PK NAIL AND DISK
—
R/W = RIGHT-OF-WAY
m
R IJS = PROPOSED SEPTIC TANK
/w` - - — ® = PROPOSED IRRIGATION WELL
- U.E. = UTILITY EASEMENT
_ A.E. = ACCESS. EASEMENT
= FND IRC 6852
O
= = CURB INLET
1Dl
I� � � PSPNAUt p 1N�%
I2 V �1YpIGP � i
FND PKD PSPHALT�
95,
TASK
BY
DATE
FIELD
MWH
.......
11/15/16
......I
CALCS.
RCL
11/14/16
DRAWN
MWH
11/21/16
CHECKED
RCL
11/22/16
FILE REF.
FIELD BK./PG.
16.2838
GPS
G
Q =
ALUMINUM FLAG POLE
L� =
LAMP POST
® =
WATER METER
p =
AT&T PEDESTAL
Q =
CABLE TELEVISION BOX
'01, =
WOOD POWER POLE
-EL =
CONCRETE POWER POLE
FDOH in St Lucie County
(— =
GUY WIRE
Environmental Health
CONC =
CONCRETE
Site Plan A d for Construction
pprove
—O— =
4' CHAIN LINK FENCE
—x— =
4' BARBED WIRE FENCE
Supersedes All PleVious Site Plans for
—c— =
6' VINYL FENCE
OSTDS # 5�-SF-172399 � & Well #
—A— =
4' ALUMINUM FENCE
Date: 12�i ��
CHU =
OVERHEAD UTILITY
PG =
PAGE
R9V1eVNer:
ALUM =
ALUMINUM
SO FT=
SQUARE FEET
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
774 W. MIDWAY ROAD
FORT PIERCE, FLORIDA 34982
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
DATE: 11-22-16
HORIZ. SCALE: 1"=20'
VERT. SCALE: N/A
JOB No. 16.2838
SHEET 1 OF 1
,r
PROJECT DESIGN DATA, CLIMATIC &
GEOGRAPHIC DESIGN CRITERIA
Jurisdiction
u I o n
Code
FBC 2014 5th Edition
Project Name
Single Family Residence
Project Address
Lot 8 Lone Pine Dr.
Fort Pierce, FL
Architect/Engineer
HARVEY E. KOEHNEN, PE 32831
& AR 0009471
7205 Elyse Circle
Port St. Lucie, FL 34952-8212
Wind Importance/Use Factor
1.0
Internal Pressure Coefficient
0.18
Risk Category
II
Wind Speed (3 Sec Gust)
160 MPH
Exposure
B
Ground Snow Load
N/A
Seismic Design Category
WA
Subjected To Damage by weathering
Negligible
Subjected To Damage by Frost line depth
N/A
Subjected To Damage by Termite Probability
Very Heavy
Winter Design Temp
45 Degrees F
Ice Barrier Enderlayment Required
N/A
Flood Hazards
See certified survey if applicable
Air Freezing Index
NIA
Mean Annual Temp.
WA
Overhang
2--0-
Roof Pitch
5:12
Components & Cladding Wind Pressures
See Elevations
Roof Dead Load
17
Roof Live Load
20
Floor Live Load
NIA -
Shutters
Yes
Impact Resistant Assembly
No
ai99nnn
' 3/22/2017
-JATTIC VENTING CALCULATIONS;
AS PER SECTION 806 IN THE FBC 2014 5TH EDITION
VENTED AREA =3539 SQ. FT.
= 11.80 SQ. FT. VENTILATION REQUIRED
40% MINIMUM IN UPPER ROOF = 4.72 SO. FT.
RIDGE VENTING ACTUAL NET FREE AREA TO
OUTSIDE AIR = .125 SQ. FT./C.F.
4.72/.125 = 37.76 L.F. OF RIDGE VENT REQ.
SEE ELEVATIONS FOR PLACEMENT
REMAINING 7.08 SQ. FT. TO BE ACHIEVED WITH 21 "x3"
VENT HOLES W/ BIRD SCREENING IN SOFFIT.
EA. OPENING ACTUAL OPEN AREA TO OUTSIDE
AIR = .4375 SQ. FT.
7.08/.4375 =16.18 REQUIRED NUMBER OF VENTS
17 TOTAL VENTS REQUIRED EVENLY SPACED
THROUGH OUT SOFFITS
ST. LUCIE COUNTY BUILDING DEPARTM ENT PRODUCT APPROVAL SUBM 11TAL AFFIDAVIT
BUILDING PERMIT: BUILDING A DDR12SS: Lot 8 Lone Pine Dr. Ft. Pierce CONTRACTOR:
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS. SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPENING &
GLASS
ATTACHMENT METHOD
NOA No. &
EXPIRATION
PRODUCT DESIGN
PRODUCE
MODEL #
MANUFACTURER
DESCRIPTION
TYPE, SIZE, SPACING &EMBEDMENT
DATE
PRESSURE
24SH Window
3/16" Annealed
FL17499.2-R1
+60.0/-60.0
185 SH
M.I. Windows and
glass
1/4" tapcon of sufficent length to
penetrate CBS 1-1/4" @
25SH Window (Hazardous
3/16" tempered
FL17499.2-R1
+60.0/-60.0
locations)
Series
Doors
glass
Jambs/Hooder: 2" from comers and
16" o.c. thereafter
3/16" Annealed
FL17499.2-R1
+60.01-60.0
25SH Window
glass
(2) Rows of 1/4" tapcon of sufficent
length to penetrate CBS 1-1/4" @
9080 Pkt. S.G.D., )00C
440 Series
M.I. Windows and
Insulated 16"
Jambs: 6" from comers and 17" o.c.
FL16054.3-R5
+35.0/-40.0
SGD
Doors
Glass
Tempered G
thereafter Header/Threshold: 6" from
comers and 17" o.c. thereafter
(2) Rows of 1/4" tapcon of sufficent
length to penetrate CBS 1-1/4" @
Fiberglass
insulated 3116" Jambs: 6" from comers and 14.33"
FL17184.9-R3
+47.0/-47.0
6080 French Door
French
Plastpro
Tempered Glass o.c. thereafter Header/Threshold: @
Dear
4" & 8" to either side of astragal & 6"
from comers
ATTACHMENT METHOD
NOA No. &
EXPIRATIONDATE
PRODUCT DESIGN
PRODUCT
MODEL #
MANUFACTURER
TYPE, SIZE, SPACING EMBEDMENT & STIFFENER ETC.
PRESSURE
114" Tapcons x Sufficent length to pene. conc 1-1/4" @
2680 EA. Door
Fiberglass
Plastpro
Jambs: 6" from comers and 14.5" thereafter
FL17184.16-R3
+65.01-70.0
Header/Threshold: 6" from comers
1/4" Tapcons x Sufficent length to penetrate conc 1-1/4"
Fiberglass
Plastpro
@ Jambs: 6" from comers and 14.5" thereafter
FL17184.19-R3
+45.0/-45.0
6080 Dbl, Ext. Door
Door
Header/Threshold: 4" and 7" to each side of astragal
and 6" from comers
8'-Ox8'-0" O.H.D.
Model 824
DAB Doors Co.
See Del
16-0330.02
W912021
+sup p/-60.0
16'-0x8'-0" O.H.D.
Model 824
DAB Doors Co.
See Detail
15-0304.01
7/21/2020
+36.01-44.0
5764 Vert.
M.I. Windows and
1/4" Tapcons x Sufficent Length to penetrate conc. 1-1/4"
FL15353.2-R2
+33.0/-33.0
Mullins
Mullion
Doors
@1" o.c. through ni holes in clips (2 per clip)
Roof Shingles
Heritage
TAMKO Building
(6) roofing nails ea. shingle as per mfg. specs.
FL1956.3
WA
Products, Inc.
Shutter
Safety
Town and Country
1/4" Panelmate @ 12" O.C.
FL12856.2-R5
+54.0/-54.0
Edge
Industries
I have reviewed the above and approve it. (Enigneer of Record)
NAME— -----------_ SIGNATURE:
CERTIFICATION NO: DATIi _
C&C Vivid Wall Wind Pressures
160 B Risk Cat. II H<30 FL
Zone 4 Interior
Zone 5 Exterior
A 10 SF = +27.7/-30.0
E 10 SF = +27.7/-37.0
B) 20 SF=+26.4/-28.7
F) 20 SF = +26.4/-34.5
C) 50 SF = +24.7/-27. I
G) 50 SF = +24.7/-3 12
D) 100 SF = +23.5/-25.9
H) 100 SF = -i 23.5/-28.7
Garage Door min 2' from corners
I)81x8'=+24.3/-27.5
J)16'x8'=+23.3/-26.0
Im-
�LEVATI
u
OM
18'-54" TOP
.u", c , ,siren rrr-r nr nlnhr 111s,1 I! A I
REAR ELEVATION SCALE %4"=1'-0"
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01
LiL11
1—W
AlKO'—i F.F.E.
----
4" GI RAG-
E,/PORCH
F.E
FRONT ELEI
MIN 22 LINEAR FEET OF RIDGE VENT
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F/Z'eiir
THEE! PLANS AND ALL PROPOSED Vi 011W
ARE SUBJECTTO, ANY CORRECTIONS
r
REQUIRN BY r'mLD INSPECTORS THAT
. MAY et NECESSARY IN OIRDER TO
COMPLY VATH ALL APPUCABLE CobFj.
•T LUaB couNTY
9 TI'DINO DIVISION - -
REVIEWED
- FOR COMP
REVIEWED BY
DATE
PLANS AN PER IT -
MUST BE KEPT ON OB OR
NO.INSPECTION WIL BE MADE
---------------------------------------
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MIN 16 LINEAR FEET OF RIDGE VENT
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GENERAL NOTES:
THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE
BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERROR OR OMISSIONS NOT
REPORTED IMMEDIATELY IN WRITING TO ENGINEER OF RECORD. BY SUBMITTING THESE
PLANS FOR PERMIT THE BUILDER ACCEPTS FULL RESPONSIBILITY FOR THE ACCURACY OF
THE INFORMATION DEPICTED WITHIN AND IT IS ASSUMED THE BUILDER HAS READ AND
UNDERSTANDS THE NOTES BELOW.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS
CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT
SHOWN ON STRUCTURAL DRAWINGS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT
WHERE A DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN FIELD.
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF ANY DISCREPANCIES
ARE DISCOVER THE ENGINEER OF RECORD MUST BE CONTACTED BEFORE THE
COMMENCEMENT OF CONSTRUCTION.
THE STRUCTURE IS DESIGNED TO SELF SUPPORTING AND STABLE AFTER BUILDING IS
COMPLETE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES TO
INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK
INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS
OR TIEDOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE
PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION
LOADS.
THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING
STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN
WILL CLOSELY PARALLEL FINAL FLOOR DESIGNERS LAYOUT. PROVIDE SIGNED AND SEALED
SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL. REVIEW OF SHOP DRAWINGS IS
REQUIRED AS THE ENGINEER CHECKS BEAM, WALL, COLUMN AND FOOTING CAPACITIES
AGAINST KNOW LOADING. FAILURE TO PROVIDE SHOP DRAWINGS MAY RESULT IN
ADDITIONAL ENGINEERING COSTS DURING CONSTRUCTION.
Y2" DRYWALL
1"x2" P.T. 1"x4" P.T.
FURRING STRIP
FOIL BACK
INSULATION
CBS BLOCK
WALL
�inra�a�lsr
ALL WOOD MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION AND IT'S SUPPLEMENT, (NDS)
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING,
LEDGERS, CRIPPLES, SILLS, ETC... SHALL BE SOUTHERN PINE NO. 2, KD-15 OR BETTER
MICRO LAM BEAMS SHALL BE MANUFACTURED BY TRUS-JOIST CORP., OR AND APPROVED
EQUIVALENT AND SHALL PROVIDE A MODULUS OF ELASTICITY OF 2,000,000 PSI, A MINIMUM
FLEXURAL STRENGTH OF 2,925 PSI, AND A MINIMUM HORIZONTAL SHEAR STRESS OF 285
PSI.
ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL NE PRESSURE
TREATED. ACCEPTABLE TREATMENTS INCLUDE ACQ. (AMINE COPPER QUAT) COPPER BORON
AZOLE, ACID COPPER CHROMATE, AND COPPER CITRATE. BORATE BASED TREATMENTS
SUCH AS ZINCBORATE AND SODIUM BORATE ARE ALSO ACCEPTABLE FOR INDOOR USES.
FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THE 1/2"
OF HEARTWOOD
AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD, WEAR A DUST
MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH
COLLECTION, DO NOT BURN. PRESSURE TREATED WOOD MAY PRODUCE TOXIC FUMES.
IN HIGHLY CORROSIVE ENVIRONMENTS ALL WIND RESISTING HARDWARE INCLUDING THE
HURRICANE STRAPS SHALL BE MADE OF STAINLESS STEEL OR SHALL BE DIPPED (AND
SCRATCHES REPAINTED) IN COL -TAR EPDXY PAINT.
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY TO THE ONES SPECIFIED ON THE
DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND
WIDTH), NUMBER AND DIAMETER OF HOLES FOR SAME SIZES OF NAILS OR BOLTS,
AND/OR DO NOT HAVE THE SAME GENERAL SHAPE WILL NOT BE ACCEPTABLE.
NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF
WOOD MEMBERS UNLESS CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION.
ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT -DIPPED GALVANIZED
1 "x4" P.T.
W®OD BU(
TAPCONS SEE
EXTERIOR PRODUCT APPROVAL
SIDING AFFIDAVIT FOR TYPE
AND SPACING
Window Jamb
I FOIL BACK
INSULATION
CBS BLOCK
WALL & LINTEL
EXTERIOR
SIDING
IF 1 x P.T. BUCK USED
THAN Y4"Ox23/4" TAPCONS
THRU DOOR FRAME AS
PER PRODUCT SPECS
(SEE PRODUCT
APPROVAL AFFIDAVIT).
IF 2X P.T. BUCK USED
THAN Y6"x3Y4" TAPCONS
SPACED AS PER
PRODUCT APPROVAL.
Door Head
1 "x2" P.T.
FURRING
STRIP
DRYWALL
CBS BLOCK
WALL & LINTEL
EXTERIOR
SIDING
TAPCONS SEE
PRODUCT APPROVAL
AFFIDAVIT FOR TYPE
AND SPACING
FOIL BACK
INSULATION
1"x2" P.T.
FURRING STRIP
FOIL BACK
INSULATION
1"x2" P.T.
FURRING
STRIP
h„
DRYWALL
`U �— 1 "x4" P.T.
1 "x4" P.T.
WOOD BUCK
Window Head
DOOR THRESHOLD FASTEN
1"x4" P� PR TAPCDUCT AS AS PER
PRODUCT APPROVAL
r DOOR PANEL
0
— 1"x4" P.T.
CBS BLOCK
ATTACH P.T. DOOR BUCKS WALL
IN SUCH A MANNER AS
TO, AS A MINIMUM, EXTERIOR
COVER THE ENTIRE WIDTH SIDING
(AS MEASURED FROM
INSIDE TO OUTSIDE) OF
PREHUNG DOOR JAMB.
TYPICAL WINDOW AND DOOR DETAILS
ATTACH P.T. DOOR BUCKS IN SUCH A
MANNER AS TO, AS A MINIMUM, COVER
THE ENTIRE WIDTH (AS MEASURED FROM
INSIDE TO OUTSIDE) OF PREHUNG DOOR
JAMB.
IF 1 x P.T. BUCK USED THAN Y4"Ox23/4"
TAPCONS THRU DOOR FRAME AS PER
PRODUCT SPECS (SEE PRODUCT
APPROVAL AFFIDAVIT).
IF 2X P.T. BUCK USED THAN �W'X- 4"
TAPCONS SPACED AS PER PRODUCT
APPROVAL.
Door Jamb
SCALE: 1-1/2" = 1'-0"
2X6 PT. ANCHOR TO
SOLID POUR CIVIL W/ GARAGE DOOR TRACK,
(4) 1/2"X 5" MIN. FASTEN PER MFG SPEC.
EXPANSION BOLT W/
WASHER W/ MIN 21/2" GAR. DOOR
EDGE DISTANCE SPACED TRACK ROLLER
MAX 24" OC. BEGIN MAX HIGH WIND BRACE
12" FROM EA. END. 14�(PER MFG SPEC)
CBS BLOCK —� 1] 1
WALL GARAGE DOOR
PANEL
EXTERIOR
SIDING
GARAGE DOOR BUCK DETAIL
SCALE: 1-1/2" = 1'-
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CTRICAL
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PRE-ENGINEERED
BASE BOARD
MATERIAL, STYLE,
AND FINISH TO
BE DETERMINED
IN FIELD
FLOOR
COVERING TO
BE DETERMINED
IN FIELD
a.'. e
SEE. TYP. WALL SEC
FOR INSU. SPECS
SEE TYP. WALL SEC.
SINGLE TOP PLATE
X" DRYWALL
0
I
0
INTERIOR NON -BEARING
2"x4" STUD WALLS
16" O.C. WEATHER
METAL OR WOOD STUDS
TO BE DETERMINED IN
FIELD
2"x4" SOLE PLATE
ANCHORED W/ X%3"
TAPCONS 6" FROM CORNE
& 32" O.C. AFTER THAT.
WOOD SOLE PLATE TO BE
P.T. OR SEPARATED BY
APPROVED MOISTURE
BARRIER
NON -BEARING
°
WALL PARTITIONS
SCALE: 3/4
PRE-ENGINEERED TRUSS
SEE. TYP. WALL SEC
FOR INSU. SPECS
SKIM COAT OF
STUCCO OR OTHER
FINISHING TO BE
DETERMINED IN FIELD
1%2' OR X" CDX
HORIZONTAL SHEETS
OF PLYWOOD NAILED
TO STUDS W/ 8d
NAILS 6" O.C. ALONG
PERIMETER & 8"
O.C. ALONG EDGE.
n
SEE TYP. WALL SEC.
SINGLE TOP PLATE
W
O
x
YZ" DRYWALL
O
I
o R-11 BATT INSULATION
P.T. 2"x4" SOLE PLATE
ANCHORED W/ Y4"x3"
TPCONS 6" FROM CORNER
& 32" O.C. AFTER THAT
SEE SHEET S2 FOR
FOOTER DETAILS
NON -BEARING GARAGE/
SCALE:
3/22/2017
WALL AND CEILING FINISHING GENERAL NOTES:
11
ALL WALL AND CEILING NG FINISHES SHALL HAVE A FLAME SPREAD INDEX
NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT
GREATER THAN 450 AS DETERMINED BY ASTM E 84 OR UL 723 TESTING
METHODS. REFER TO 2014 FBCR 5TH EDITION 302.9.4 FOR ALTERNATE
TESTING METHODS AND CRITERIA
2. ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX NOT TO
EXCEED 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO
EXCEED 450 AS DETERMINED BY ASTME E 84 OR UL 723
3. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO
ASTM C 222, C 475, C514, C 1002, C 1047, C 1177, C 1178, C1278,
C 1396, OR C 1658.
3.1. ALL GYPSUM BOARD SHALL BE INSTALLED AS PER 2014 FBCR 5TH
EDITION 702.3
3.2. ANY ADHESIVES USED FOR THE INSTALLATION OF GYPSUM BOARD
SHALL CONFORM TO ASTM C 557.
4. CERAMIC TOLE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI
A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1, AND
A137.1.
SEE TYPICAL WALL SECTION
FOR ROOF ASSEMBLY DETAILS
n
SEE TYP. WALL
SECTION FOR
DETAILS
SEE. TYR.
WALL SEC
SEE TYP. WALL SEC.
Yz" DURA-ROC
0
1
o CERAMIC TILE STYLE TO
BE DETERMINED IN FIELD
34" TUF-R RIGID BOARD
INSUL. OVER 1 "x2"
FURRING STRIPS 016"
O.C. OVER.
SEE TYPICAL WALL SECTION
FOR ROOF ASSEMBLY DETAILS
CONCEALED FASTENER
TO BE MIN 8dx1Y4"
LONG RINGSHANK GALV.
NAIL INTO FURRING
STRIPS PLACED 1"
FROM TOP OF LAP
HARDI PLANK LAP
SIDING
1 "x2" P.T. FURRING
STRIPS ® 16" O.C.
FASTENED TO BLOCK
W/ 8d CASE HARD
NAILS 6" O.C.
BdECTTOANY CCMMMIS
--D BY PI"LD INSPECTORS THAT
?E NECESSARY IN ORDel i TO
WITH ALL APPU ABLE i,':iDE3.
GRADE
°
a
ASPHALT SHINGLE ATTACHED AS PER MFG. SPECS
SEE. TYP. OVER (1) LAYER OF 30 LB FELT OVER OVER
WALL SEC, 19%2' PLYWOOD FASTENED TO PRE-ENGINEERED
Xy-n TRUSSES W/ 8d RINGSHANKS NAILS ® 6" O.C.
SEE TYP. WALL SEC.
Yz" DRYWALL
0
1
0
SEE TYPICAL WALL
SECTIONS FOR DETAILS
CERAMIC FLOOR
TILE ° a
GRADE GFADE n . a n ° an
a .< n a a :. <. a SEE SHEET S2 FOR
FOOTER DETAILS
a -a 44 SEE SHEET S2 FOR n °n SEE SHEET S2 FOR
FOOTER DETAILS 4FOOTER DETAILS TYPICAL WALL SECTION
WALL SECTION C SHOWER WALL SECTION 00 GARAGE P LAP SIDING
SCALE: 3/4" =1'- 0 SCALE: 3/4"= V -0" SCALE: 3/4" =1' -0
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VENTED
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n
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MTL. STRAP SEE STRAP
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DBL BEAM BLOCK W/
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EA. COURSE W/ CORNER
BENDS FILLED W/ 3000
PSI CONC.
Yz" DRYWALL
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SEE SHEET S2 FOR
FOOTER STEEL DETAILS
WOOD BASEBOARD
FLOOR COVERING TO BE
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.a
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TYPICAL WALL SECTION
SCALE: 3/4"=1'-0"
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#5 FOOTER STEEL W/ 10"
BEND IN FOOTER AND MIN
#5 FOOTER STEEL EPDXIED I 60 BAR (25") LAP ON VERT.
MIN 6" INTO CONIC AND MIN. STEEL
60 BAR LAP (25) ON
a VERTICAL REBAR GRADE e " d 4°° .SL EP a
GRADE 4° SIAL ' °. 16"x16" OCNT. FOOTER
a. I b
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FOOTER SEE ;m: a CORNER BENDS
FOUNDATION
tlm;. FOR DETAILS 1'-4"
MISSED DOWEL DET. TYPICAL EXT. FTR,
SCALE: 3j4„=1,_0„ Ft SCALE: 3/4„ =1,_0„
77
d .. - 4'°..SLAR'
GRADE_ a
d - °' a' ° FOOTER STEEL W/
0 16"x16" OCNT. FOOTER
W/ (2) #5 REBAR W/ BEND IN FOOTER
em:• °" CORNER BENDS MIN 60 BAR (25")
ON VER7 LA
T. STEEL
il
F2 TYPICAL PATIO FTR. 'SLABa<16' 16" OGNT.SCALE: 3/4"=1'—�)" FOOTER W/ (2)
m ° #5 REBAR W/
CORNER BENDS
1'-4"
FOOTER SLAB
ELEV. CHANGE
SCALE: /4 —1 —0
8" THICKENED EDGE W/ (1)
00 ° 4„�8. '' #5 REBAR & CORNER BENDS
'.° .
4" SLAB 8" THICKENED EDGE 4. e
° 4".SLA8
g" W 1 #5 REBAR & GRADE 4
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FOOTER (436 INTERIOR Jr 8"
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CONCRETE NOTES:
WELDED WIRE MESH (OPTIONAL
CONCRETE HAS BEEN PERFORMED IN ACCORDANCE WITH ACI 318-05, BUILDINGS CODE
WELDED WIRE MESH SHALL BE ASTM A185, GRADE 65, FREE FROM OIL, SCALE, AND RUST
REQUIREMENTS FIR STRUCTURAL CONCRETE
AND SHALL BE PLACED IN ACCORDANCE WITH ACI TYPICAL DETAILS.
NORMAL WEIGHT CONCRETE (145 PCF) 28-DAY COMPRESSIVE STRENGTHS.
I
MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.
PILING 500 PSI WITH .40 WATER -CEMENT RATIO
SHALLOW FOUNDATIONS 2500 PSI.
MASONRY NOTES:
PILE SUPPORTED FOUNDATIONS 5000 PSI WITH .40 WATER -CEMENT RATIO
I
COLUMNS, BEAMS, AND ELEVATED SLABS, 3000 PSI.
STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1530-05/ASCE 5-02/TMS 402-02,
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON
CONCRETE SLUMP SHALL BE AS FOLLOWS SLUMP IN INCHES
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
MAX
MINMASSIVE
SECTIONS, PAVEMENTS, AND SLABS %" 4"
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1530-05/ASCE 6-02/TMS 602-02,
HEAVY SLABS, BEAMS, WALLS 3" 5"
SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
THIN WALLS, COLUMNS 3h" 6"
FOR MASONRY STRUCTURES.
MINIMUM CONCRETE CLEAR COVER SHALL BE:
I
ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE
SLAB - -%"
BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE, F'm=1500 P.S.I.
BEAMS AND COLUMNS - 1Yz"
TIE COLUMNS - -Y4"
BLOCK SHALL BE PLACED IN RUNNING BOND UNLESS OTHERWISE NOTED. LAY UP
EXPOSED UNPROTECTED CONCRETE - 1Yz"
MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE. PLACING CONCRETE FOR IN WALL
FORMED CONCRETE BELOW GRADE - 2"
COLUMNS.
UNFORMED CONCRETE BELOW GRADE - 3"
GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND SHALL
PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,00 P.S.I AT 28 DAYS. THE GROUT
PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.L'S "MANUAL OF STANDARD
MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE AND SHALL BE PLACED WITH A
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES."(A.C.I. 315)
SLUMP OF 8" TO 10". USE MECHANICAL VIBRATION TO CONSOLIDATE GROUT.
DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "MANUAL OF
TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION." AS PUBLISHED BY THE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270 HORIZONTAL AND VERTICAL
CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED.
MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR
PROTRUSIONS THAT EXTEND INTO THE CELLS TO BE FILLED. ALLOW A MINIMUM OF 24
CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE "SPECIFICATIONS FOR
C
HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS.
STRUCTURAL CONCRETE FOR BUILDINGS" (A.C.I. 301)
1
TENSION AND COMPRESSION LAPS = .002 X BAR DIAMETER X Fs (NOTE THAT Fs= 24 KSI
ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
MAXIMUM (4 X Fy)) (THIS EQUATES TO 48 X BAR DIAMETER)
ALL CONSTRUCTION LOADS
I
MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A
CONCRETE BEAM SIZES MAY BE INCREASED AS REQUIRED FOR ARCHITECTURAL DETAILS
"CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY
OR TO FIT BLOCK COURSING.
PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR"
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF A.C.I 301 AND ASTM C-94
OF A CERTIFIED STRUCTURAL MASON' AS RECOGNIZED BY THE FLORIDA CONCRETE AND
FOR MEASURING, MIXING, TRANSPORTING, ETC.
PRODUCTS ASSOCIATION(FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE
TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT
CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE
DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FOR THE FC&PA
MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED
T9
THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING.
IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS
A DELAY SUCH THAT A BATCH IS HELD FOR LONGER THE 90 MINUTES, THE CONCRETE
R
INFORCING BAR SHALL BE IN ALL WALL INTERSECTIONS AND AT EACH SIDE OF ALL
SHALL NOT BE PLACED.
OPENINGS.
CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK.
REINFORCING BARS SHALL BE AT ALL GIRDER TRUSSES WITH GRAVITY LOADS GREATER
THAN 3500 LBS.
OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER.
FORMWORK:
FORMWORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, COLUMNS, WALLS, AND
FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A.C.I 347,
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK".
I
N
67'-8"
24'-10"
6'-0"
25'- 6"
H
1 1 '-4„
5
1
i
#5 FOOTER STEEL W/ 10"
BEND IN FOOTER AND MIN
<' 60 BAR (25") LAP ON VERT.
STEEL
SHOWER RECESS
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6
STEEL
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REBAR
VERT. REBAR i
S 1
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REQUIRED
FOR
REQUIRED FOR I
GIRDER
SUPPORT
GIRDER SUPPORT -
.I
---
-I
--______—____--—---- ---________
______________________
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28-O,"
2'-9Y"
6'-111"
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4" CONIC SLAB W/ 2500 PSI
-
FIBERMESH CONIC. OVER 6 MIL
i
VISQUEN LAPPED 6" OVER CLEAN,
1
TERMITE TREATED FILL COMPACTED,
co
TO 95% DENSITY IN MAX 6" LIFTS
i
F.F.E.
i VERT. REBAR
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30'-8"
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3
= VERT. REBAR
REQUIRED FOR
d � GIRDER SUPPORT ,--------
--�-- - VERT.
R BAR
;
TH'-" PLANS AND ALL PRO,
I° 1 REQUIRED FOR
ARE SUBJECT TO ANY COR19 �;QilS i
-
1
�_ GIRDER -SUP ORT
------- ---------- ---
a _
F1LOUIr�:D By FIELD INSPECTOR i
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11'-0"
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________________________________
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(N
16'-0"
2'-O" 20" 8'-0" 20"
—
67'-8"
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Date
1/8/2017
Issue
Drwg By
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File
Sheet
S2
CASTCRETE PRECAST LINTEL SCHEDULE
w
x
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""Z-kLWIDITH
FIELD ADDED REBAR AT TOP
4— C.MU. BOND BEAM BLOCK
GR0LIT
FDADOEDREBARAT
�
BOTTOM
tlU FU 1 jum KtNKt:m
PROV IDED N LNTEL
F = FLLED WITH GROUT /
U = UNFILLED / S = SOLID
ADDEDREBARAT
BOTTOM OF LINTEL
8F16-1 IT
NUM NIL
WIDTH ,I
NOMINAL HEIGHT
QUANTITY OF FAD
ADDED REBAR AT TOP
MARK
LENGTH
COMPOSITE BEAM
SAFE GRAVITY
LOAD
APPLIED GRAVITY
LOAD
SAFE UPLIFT LOAD
APPLIED UPLIFT
LOAD
1
9-4"
8F40 16/1T
6390
1224
2494
951
2
1T-4"
8F40 1B/1T
2047
<1000
872
<500
3
T-6"
8F24 113/1T
5681
646
2571
1156
4
T-6-
8FR221BMT
5743
752
2442
1251
5
4'4"
8F2418/1T
8672
<1000
4292
<500
6
T-6"
BFR22 1B/1T
5743
1710
2442
1405
7
13'-4"
BF241BMT
1838
<1000
962
822
8
4W
8F24 1811T
8672
<1000
1 4292
960
9
NOT USED
10
16-4"
BF16 1B/1T
1250
<1000
485
<500
11
15-4"
8F161B/1T
1250
<1000
485
<500
12
T-6"
8F24 1B/1T
5681
<1000
2571
<500
13
we
8FR22 18/1T
8060
<1000
4224
<500
14
4`-6"
8F241BMT
8672
1450
4292
1114
15
4'-6"
8F24 1B/1T
8672
<1000
4292
<500
16
4'-6"
8F24 1B/1T
8672
<1000
4292
<500
17
W-15"
8F24 1B/1T
8672
<1000
4292
<500
18
4'-6"
8F24 18/1T
8672
<1000
4292
<500
19
4'-6"
8F24 WIT
SF24 1B/1T
8672
<1000
4292
<500
20
W-6"
8672
<1000
4292
<500
REINFORCING STEEL NOTES:
REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED
IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND
SPECIFICATIONS.
HORIZONTAL AND VERTICAL BARS SHALL: LAP 60x BAR NO. SEE LAP SPLICE SCHEDULE UNSCHEDULED FIELD
LAPS ARE SUBJECT TO ENGINEERS REVIEW.
TENSION LAP SPLICE SCHEDULE
�' R aSONRY-i OTHER 1HAN T(
Iy0 SPLICE r3^00 PS;j:4000 F51 �r� RSi!4000 PSI
A 24 22 8
I —218 20
Si ar 4
.........2"
PROVIDE CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, TYPICAL Al ALL CORNERS, THESE CORNER
BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM BARS, SEE DETAILS FOR ADDITIONAL INFORMATION.
REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED AND WELL TIED WITH BAR SUPPORTS
AND SPACERS.
REINFORCING STEEL IN FOOTINGS SHALL' BE ASSEMBLED AS MATS WITH BARS EQUALLY SPACED AND WIRED
TOGETHER AT EACH INTERSECTION BEFORE CONCRETE IS PLACED.
DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS
VERTICAL BARS ABOVE.
DOWEL SHALL BE HOOKED "L" AT BOTTOM AND SHALL BE LAPPED 36 BAR DIAMETER WITH THE COLUMN OR
WALL REINFORCING ABOVE.
#5 HORIZ. REBAR IN
BEAM BLOCK 'SEE
TYP. WALL SECTION
FOR DETAILS
i
CORNER REINF. BAR
W/ MIN. LAP,' EA.
COURSE OF BM. BILK.
30" MIN LAP
I
BEAM BLOCK'' CORNIER
REINF. DETAIL
SCALE: 3/4"=1'-0"
k
SCALE %d"=1'-0"
v;c/iw%,
CHS
THAT
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'CC&
REVISION
No.
Date
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Date
10/28/2016
Issue
Drwg By
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File
Sheet
S3
REVISION
No. Date By
R SCHEDULE
Date.
10' FLAT CEILING
..... - s _... �...._ .._.._..,_....._.._._ .....�
Contractor:rk
Owner.
Truss Wgr.
Layout Date:
Engr. Date: -
_!
TRUSS BRNG_ QTY 'doNNECTOR . FASTENERS . ,'CONNECTED ELEMENTS y AdIrUAL'
ALLOW ; REMARKS
.
m PT. i ID UPLIFT
UPLIFT
A ,. Y HETA 20 (S) tOd x 1-tt2 Y Ply to Tie Beam
1 1810 '
E
1 DETAL20 (ta)10d x 1 112 Each 1 Ply to Tie Beam 1
2480 ___
... _ ..-.__ .. ._ T _ —i
-
-- _ F ' ...4 .-LGT 2.. . __. (7)114 x 2-114 TC & (16)16d Smkeis 2 Ply to Tie Beam
2150 I .:--_.
_
- - i t - ' C&S66S2.5. (12) Y/4 x T SQS & (4}318 w titan HD 2 Ply to tie Beans -
H
3285 See Note #3
:. ..Z i MTS12 (14) tOdx1 U_2' - ._ .inns to Top Plate ..._� .
3_
! ....860 ,
-
.—... _' _
II ( 1 - fG1 2 �} 1/2x6 Them HD & _`Tnise to lie Beam C
5006
WOOD TRUSSES:
E
WOOD TRUSSES TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL
l
e
DESIGN SPECIFICATIONS FOR SDTRESS—GRADE LUMBER AND IT FASTENINGS" BY NFPA
I
TRUSS DESIGN SHALL COMPLY WITH TPI/WTCABCSI 1-03 "BUILDING COMPONENT SAFETY
{y' ® m m S r
I F 8
T
INFORMATION GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, & BRACING OF METAL
Zs
PLATE CONNECTED WOOD TRUSSES" AND TPI 1-02 "NATIONAL DESIGN STANDARD FOR
_
—
t
METAL —PLATE —CONNECTED WOOD CONSTRUCTION
TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER
REGISTERED IN FLORIDA.
d8
J.
SEE NOTES FOR SHOP DRAWINGS.
I' —
1
4
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED
I
10 FLATCEILING
FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE
�, _ I
'_
HOT —DIPPED GALVANIZED.Op
_
IN HIGHLY CORROSIVE ENVIRONMENTS, CONNECTOR PLATE AS WELL AS THE HURRICANE
ININS
STRAPS AND ALL THE NAILS, SHALL BE HOT DIPPED GALVANIZED, TRIPLE ZINC S-185
COATED OR MADE OF STAINLESS STEEL.
,it
HANDLING, ERECTION, AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS
PLATE INSTITUTE RECOMMENDATIONS.
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
CONNECTORS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED IN THE
n
DRAWINGS REGARDING STEEL YIELD OR ULTIMATE STRENGTH, STEEL GRADE, DIMENSIONS
(LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS
it
If B l
OR BOLTS. AND/OR DO NUT HAVE THE SAME GENERAL SHAPE, WILL NOT BE ACCEPTABLE.
%'
>
W M
THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE ROOF SAFELY IN PLACE INit
PLACE IN THE EVENT OF HIGH WINDS TRANSIENT LOADING CONDITIONS DURING
tt��7
CONSTRUCTION ***FAILURE TO COMPLY WITH THESE PARAMETER WILL MAKE THE
a
ce
CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL CONSEQUENTIAL DAMAGES CAUSED
BT THE HORIZONTAL THRUST DEVELOPED BY THE ROOF FRAMING DUE TO SUPERIMPOSED
r {
LOADING AND TRANSFERRED INTO THE BEAMS, WALLS, AND COLUMNS.
dT 3
CONTRACTOR SHALL SUBMIT SIGNED SEALED DRAWINGS OF ALTERNATE CONNECTION
DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
g
THE ENGINEER AND ITS CONSULTANTS OR DESIGN PROFESSIONALS WILL NOT BEit
RESPONSIBLE FOR ANY DAMAGE CAUSED AS A CONSEQUENCE OF TERMITE INFESTATION.
VV2
d
c
THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE
J1 B
Y I JY
USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS. THE CONTRACTOR
&
SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF
Y
RECORD PRIOR TO FABRICATION.
14
A
�
THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL
TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT.
.c
TRUSS STRAPPING PLAN SCALD; N.T.S.
TH,^SE PLANS AND ALL POPOS"] thopK
ARE SUBJECT T® ANY C0F1,REC'7.CPl3
R QUIREJ) BY FIELD INSPECTORS TIiRT
h9AY r E NECES'V,?,Y IN CRDEKt TO
CCMWV WITfiI ALL APf LIC,k3, LC CG��3.
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S4
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
A5TENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. &I]
n!
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
rnKICl II T RrQJ
30' Span or less A
30' to 60' Span AL
Spree er Bar
0 degrees
or less
ag APprox 2/3 to
/2 1
T 9Line span Qpprox.
Une /2 of Span
REFER TO BCSI
REFER TO BCSI
Truss must be set this way if crane used.
Truss must be set this way if crone used.
Truss is an s.ampie, rn , truss m.y not match.
This is on example, truss may not match.
Insist crane operator sets truss this way.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
AL are installed.
AIF=;Z* "404 I"K=>LER NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
Carrying Girder
For Truss to Truss
Connections see
hanger/connector Nails must be as
shown. Guide tabs o
schedule in engineering Dome angle nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
NOTES:
"ALL BEAMS BY OTHERS.
*ALL CEILINGS ARE 10' FLAT.
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 10'-0'
ABOVE FINISHED FLOOR
U REPRESENTS A HANGER
Hanger Schedule
U HU1Z26 for 2X4 SUH46 for 4X2 exCe t as shown.
se
Carried
truss
>
UawWing
truss
Hanger ID
Fasteners for
Carried truss
Fasteners for
Carrying truss
GRAI
GRB
HGUS210-2
12 16d-nails
46 16d-nails
'Please refer to Standard rngmeering pacxage rur gc„c,a , U..,,.,... .,.. —1-
I od=0.148"x 3" 16d=0.162" x 3 1/2"
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
COMPONENTS & CLADDING IS WIND DESIGN METHOD
CLOT
SPE(
CHE(
INDI(
-- PLAf
---
CANTILEVER LINE NO BEARING 1
Is LaYOuto a viewed
& APP
rA
CORNER DETAIL
OVER�GS NOT SHOWN _FORC�Ty
/ J. J. % %\
J. 5.00
J.5.00 1—' %\
/ \
/ � 1
1 10, 1
1 v 1
1 /
1 /
%% 2' i
%% upset=1/4" heel=41/16" r.---'
SQUARE CUT END 1
1 2 x 4 Top Chord /
\ WALL HEIGHT 10' /
I
\\` TYPICAL END DETAIL
,/
\
12 %%
5.00 — %
1 10, 1
1 � 1
1 v /
l I
3' 64
%% upset=1/4" heel=4 1/16" r"--
`� 1 SQUARE CUT END
\ 2 x 4 Top Chord /
\ WALL HEIGHT 10' J
�% END DETAIL: A
/ \
i 12 �.
, s.00 � %
/ t
1 1
1 v 1
t /
t /
\\% upset=1/4" beef1/16• r=_•••
SQUARE CUT END 1
1 2 x 4 Top Chord /
\ WALL HEIGHT 10' /
%% END DETAIL: B ,/
do
1
1
FABRICATION AGREEMENT
`TryUggES CANNOT BE STARTED UNTIL THIS AGREEMENT la SIGNED & RETURNED '
-The lapel description of the properly' where the busses will be Installed Is:
updetslgn ecWwwl"in" aM agrees:
:. ,•: �, Trusses will to made In l accordance with this Wee f placement diagram layout,
�xltlidl N the wle auNotlry IOf outernlntng =rMed try
of the trusses.
3. M dlmensbna tit this IeYoul h txen verfAad in the undo ambers
J. Unlade written notlee b pr"I m ey cartifled mall to Chambers Trues within ten (10) .
dope of detivary the undereigned ogres that no badcdtargea. will be allowed. In the event
such wdttsn notice Is fumlehed Ctvunbe 6 True$ ahatl have three (3) Wglneas days In which
to tiepin repalre regWred, or to auWtiMe other Wesee, at Chambers optFSn. .
¢, D.re:d b'ro lob sae eo the buyers'rapo^clbllaY M mike the lob she suiterble�for -
delh(ery. Chambers Trues has the sole eutha' to do' rm ne the supablllty of the Job elte oY e
pdNon of the lob she for delNery. Chambers Truss vita fl Chambee fords has t redeliverump nay.
The pryer Is tesposlble for addMonal delivery expenses
bemuse lob alto Ia not prepared for detivT or buyer Is not prepared for delivery of trusses.
B,ryiala roaponelble to Chamber,
hant �ro �Nbsb�vrr Is b)ect tD anpa H any a to site changes ere, made In .
;L.q,.trice ss shown In perap ph
a, o t A S60 per hour fs for revlclone may be charged by Chambers Truce.
.Ti„"[talc Is a PURCHASE ORDER to Chambers, Truss of ffis Gum agreed to, a f nj
',ogKediinnenl a resoriabls pricemed seha'reduled da a boff'vde ivery and Hbuyeid rhlea^^o.socept
on%ddllvery. Irwoloe me) .
tle8t%ery'of fabricated Wsaea. The undersigned agrees to pay Chambera.Tryes roeaonablA
atiomey's fee for oollectibns In event of payment not timely made. 1.121/ per month service
charge wig be added for all sums not "'to:kha t terms.
6: Signature or Initlais anywhere on this sheet coMutts, agreement to ap terms herein -
lending
<ned
<�g,,ln aonsldentsw of Chambers truss due credit
any and thismaterial
Indebtednesedared to -
uncondltlonaM 9uareny a payment .y,
Chembero Truss by arty entity receiving materiel and the undersigned material r� madeaby the '
Indebtedneae Ind ding altomeys fees, B default In payment=
. home fumlished
,recipient
10. In the event eOf dany litigatiherein.
the, concerning
agree reeethat me sot vean s for any hereunder will
payments referred to herein, the. p p
6alid lads Cosh, Florida. .
Dealpn resDonclWlltls are per "National Standard And Recommended Ouldellnee On
Radponslbilttlea For ConsWction Using Metal Plate Connected Wood Trusses
�ANSIltPWJTCA 4-2002' '
,'DATED
SIGNED
A;P,sadgrbarmayb per-BCSI 1.=topmvwd wit danog
,ilAultlple ply trusses must be fastened together per engineering
T ie#ore they are set, failure to do so can result In roof collapse,
ore and permanent bracing are required and can save life
§ Rnp ry and Is the resP�nsibillty of the truss erector.
a:rand properly
y,.. the contents of the Information packet Included on delivery i
Sardy before setting trusses.
".,.,.y TmrsaOa Ilustbeodwdblacedp�deslgntopre�tOt"&damage
Trusses must be set plumb and square
ood, rooting material or any
'Do riotest bunks or stack c ply:
pater coYtcentrated loads on trusses, this can cause collapse.
D0 NOT SET TRUSSES USING T=SS&ATRYUOS
'-t1SE LAYOUT DELIVERED WITH TRUSSES
;; CHAMBERS TRUSS INC
i
r `_e-
11 � ;
3105 Oleander Avenue
Fort Pierce; Florida 34982-5423
800-551-5932
. Fax 772-46"711
t fb}t Pierre 772"466-2012
f Moro Beach W b stra2c AMBERSTRU Stuart S.CO. 2.286.3302
FILE COPY
47 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
TH,717�1c PL"I.i15.AND ALL N10POS70 WCRif
A5c SUi1•;ECT TO Ai4Y COfi„�EC';:CtIS
RZ01''IRED BY FIELD INSPEC70RG T! IAT
i.IAY BE NECESSARY IN OADZri TO
CV4,rV %MTH ALL APP LIC; 34' E C ,,oEa.
90.5/92.6 MITEK 4.2
ESIGN DESIGN CRITERIA ER CIODE SUCH SRRr CRITERIA
a REDUCIBLE
County
SAINT LUCIE
Building Department
City of PORT ST LUCIE
Wind Design Criteria
ASCE 7-2010
Wind Design Method
Components & Cladding
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
170mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
IT-O"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C:COASTAL
Barrier Island
No
Conforms to FBC 2014
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: 73955
Scale: 3/16 = 1'
174 total trusses, 47 different trusses.
MI 4: BLW ACAD: BLW Reviewed By:
Date:12/13/16 Revised:01/10/17
FOR
RON RAYMOND
DESCRIPTION:
SIMON RESIDENCE
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
73955
Truss Layout Reviewed
& Approved