HomeMy WebLinkAboutSewageSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Johnny and/or Cheryl Bennett
PROPERTY ADDRESS: 4009 Avenue S Fort Pierce, FL 34947
LOT: 1 & 2 BLOCK: 8
tYY U!U - UV I I
PERMIT #:56-SF-2182504
APPLICATION #: AP1582259
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1470590
SUBDIVISION: Sunland Gardens
PROPERTY ID #: 2405-601-0143-000-8 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS '
T [ 1,050 ] GALLONS / GPD Septic new CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ]
D [ 667 ] SQUARE FEET
R [ ] SQUARE FEET
A TYPE SYSTEM: [ ]
I CONFIGURATION: [ ]
N
Drainfield new SYSTEM
N/A SYSTEM
STANDARD [X] FILLED [] MOUND [ ]
TRENCH [X] BED [ ]
F LOCATION OF BENCHMARK: Nail in CL of Rd near SW property corner
I ELEVATION OF PROPOSED SYSTEM SITE [ 9.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 11.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D E
0
T
H
E
R
ILL REQUIRED: ['IMUU] INCHES EXCAVATION REQUIRED: [ I1.UU] INCHES
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
400 gpd.
SPECIFICATIONS BY: Brian J gram TITLE' Environmental Specialist II
APPROVED BY: TITLE: Environmental Specialist II
DATE ISSUED:
DH 4016, 08/09
Incorporated:
Brian Ingram
11 /25/2 20
(Obsoletes all previous editions which may not be used)
64E-6.003, FAC
St. Lucie CED
EXPIRATION DATE: 05/25/2022
Page 1 of 3
v 1.1.4 AP1582259
SE1428581
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21) days from the receipt of this order. The address of the
Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency
Clerk's facsimile number is 850-413-8743.
Mediation is not available as an alternative remedy.
Your failure to submit a petition for hearing within 21 days from receipt of this order will
constitute a waiver of your right to an administrative hearing, and this order shall become a 'final
order'.
Should this order become a final order, a party who is adversely affected by it is entitled
to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of rendition of the final order.
WWI
HEALTH
L•
0
E�• PAYING ON:
RECEIVED FROM
PAYMENT FORM:
St. Lucie County Health Department
5150 NW Milner Dr Port Saint Lucie, FL 34983
#: 56-SF-2182504 BILL DOG #:56-BID-5044114 CONSTRUCTION APPLICATION #: AP1582259
Johnnv and/or Cheryl Bennett AMOUNT PAID: $ 545.00
CREDIT CARD 825965 PAYMENT DATE: 10/02/2020
` MAIL TO: Johnny and/or Cheryl Bennett
FACILITY NAME:
PROPERTY LOCATION:
TBD Avenue S
Fort Pierce, FL 34947
1 & 2
Lot:
Property ID: 2405-601-0143-000-8
EXPLANATION or DESCRIPTION:
Block: 8
QUANTITY FEE
128 - OSTDS Construction System Inspection Research Fee
1
$
5.00
-1 - Surcharge (All)
1
$
45.00
-1 - OSTDS New Permit Surcharge
1
$
100.00
-1 - OSTDS Construction Application and Plan Review,New
1
$
100.00
123 - OSTDS Construction Site Evaluation
1
$
115.00
126 - OSTDS Construction Permit (New or Mod, Amendment)
1
$
55.00
127 - OSTDS Construction System Inspection
1
$
75.00
133 - OSTDS Construction Reinspection
1
$
50.00
RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-4742236
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
PERMIT NO
DATE PAID;
FEE PAID;
RECEIPT #r :
New System [ ] Existing System [ J Holding Tank ,[ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary I [ ]
APPLICANT:
AGENT:
DlAILINC
___________________________
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT, SYSTEMS- MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.I05(3)(m) OR 4'8-9.552, FLORIDA STATUTES. IT IS THE
APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS,
PROPERTY INFORMATION
LOT: ki�L BLOCK: SUBDIVISION: ��j_� ( (z.%�Q�n,!5 PLATTED:
—s—
PROPERTY ID #k: 4Qr�0� •r ) .N � ��• • 1ZONING: A I'/M OR. EQUIVALENT: [ Yro ]
PROPERTY SIZE: aura ACRES WATER SUPPLY: [ J PRIVATE PUBLIC [X]<=Z000GPD [ ]>2000GPD
IS SEWER AVAILABLE AS PER 381..0065" FS? [ Y (N ] DISTANCE TO SEWER': FT
PROPERTY ADDRESS: —rEst> 54CILI
DIRECTIONS TO PROPERTY: ELCA-er Of. ° ("-j_.�; �i�.�[.)?�
BUILDING INFORMATION [ ] RESIDENTIAL [ ] COMMERCIAL
Unit Type of 'No. of Building Commercial/Insti,tutibnal System Design
No •Establishment. 'Bedrooms Area Sgft Table 1,. Chapter 64E-6,. FAC
'- s �
2
3
4
] F.loor/Equipuie"ra ns" [ ] thex (Specify)
SIGNATURE:
DH 40L 08'/09 bsoletes revious•editions which may not be used)
Incorporated 6 E-6.001, FA Page 1 of:4
I i
i
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Johnny and/or Cheryl Bennett
CONTRACTOR / AGENT:
LOT:, 1 & 2 BLOCK: 8
SUBDIVISION: Sunland Gardens ID#: 2405-601-0143-000-8
APPLICATION # AP1582259
PERMIT # 56-SF-2182504
DOCUMENT # SF1428581
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE
REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES ' [ ]NO NET USABLE AREA AVAILABLE: 0.38 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 950.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 2163.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Nail in CL of Rd near SW property corner
ELEVATION OF PROPOSED SYSTEM SITE 9.00 [ INCHES / FT ] [ ABOVE /
BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 125 FT NON -POTABLE: 125 FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 60 FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO]
10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 3/2
Loamy Fine Sand
0 To 17
10YR 5/2
Sand
17 To 31
10YR 6/1
Sand
26 To 35
10YR 5/3
Sand
33 To 39
10YR 4/3
Sand
39 To 62
10YR 7/2
Sand
62 To 65
1 OYR 5/1
Sandy Loam
65 To 72'
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 3/2
Loamy Sand
0 To 20
10YR 5/2
Sand
20 To 37
10YR 7/2
Sand
29 To 45
10YR 4/3
Fine Sand
45 To 59
10YR 6/3
Loamy Sand
59 To 64
10YR 7/2
Sand
64 To 72
OBSERVED WATER TABLE: 37.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 26 INCHES [ ABOVE / HELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 26.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.60 DEPTH OF EXCAVATION: 17 INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
10YR6/1 stripping in 10YR512 matrix >10% with diffuse boundaries starting at 26" in SB1.
S131 9" below BM. SB2 7" below BM.
SITE EVALUATED BY:
Ingram, Bodn (Title: Environmental Specialist II) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
DATE: 11 /20/2020
Page 3 of 4
AP1582259 EID2182504 v 1.0.2
LEGEND
ROW - RIGHT-OF-WAY
WPP - WOOD POWER POLE
LB - LICENSED BUSINESS
CL - CENTERLINE
WM - WATER METER
PG- PAGES
MH- MANHOLE
FIRC - FOUND IRON ROD & CAP
F.F. - FINISH FLOOR
P - PLAT.
NAVD - NORTH AMERICAN
VERTICAL DATUM
I.R. - IRON ROD
PP - POWER POLE
FIR - FOUND IRON ROD
FND - FOUND
D - DEED
M - MEASURED
PB- PLATBOOK
ID. - IDENTIFICATION
IP - IRON PIPE
EL - ELEVATION
CLF - CHAINLINK FENCE
LEGAL DESCRIPTION.
SUNLAND GARDENS BLK 8 LOTS 1
PB 08 PG 32 ; AS RECORDED IN PUBLIC
RECORDS SAINT LUCIE COUNTY CLERK OF COURTS, FLORIDA
SECTION 05 TOWNSHIP 35 SOUTH RANGE 40 EAST
0.19 ACRES MORE OR LESS
PARCEL CONTROL NUMBER 2405-601-0143-000-8 BLOCK 8 LOT I
LEGAL DESCRIPTION.-
SUNLAND GARDENS BLK 8 LOTS 2
PB 08 PG 32 ; AS RECORDED IN PUBLIC
RECORDS SAINT LUCIE COUNTY CLERK OF COURTS, FLORIDA
SECTION 05 TOWNSHIP 35 SOUTH RANGE 40 EAST
0.19 ACRES MORE OR LESS
AVENUE S (NO ADDRESSES)
PARCEL CONTROL NUMBER 2405- 601- 0144- 000-5 BLOCK 8 LOT 2
SURVEYNOTES.=
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD
NO SEARCH OF PUBLIC RECORDSHAS BEEN DONE BY THIS OFFICE.
2. THIS SURVEY IS CERTIFIED ONLY TO THE NAMED INDIVIDUALS.
3. ELEVATIONS SHOWN- ARE NAVD 88, SAINT LUCIE COUNTY
BENCHMARK BEN
4. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
5. NO STRUCTURES THAT ARE ABOVE OR BENEATH THE SURFACE HAVE BEEN LOCATED OTHER THAN
WHAT IS SHOWN..HEREON.
6. BEARINGS SHOWN HEREON ARE CONFORMED TO PLAT UNLESS OTHERWISE NOTED, BEARING REFERENCE NORTH PROPERTY LINE -AND BEARS S89'52'58"E.
7. BLOCK B LOT 1 AND LOT 2 AS MONUMENTED AND SHOWN ON DRAWING.
8. ENCROACHMENTS OF UNDERGROUND FOUNDATIONS, IMPROVEMENTS OR UTILITIES, NOT VISIBLE WERE NOT LOCATED
AS PART OF THIS SURVEY UNLESS SHOWN HEREON.'
9. THIS MAP AND ALL SHEETS ATTACHED AND/OR REPRODUCTION THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
10. FLOOD ZONE X MAP PANEL 12111CO178J EFFECTIVE DATE 02/16/2012
11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD FEET.
12. ADDITIONS AND 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.
13. Survey Traverse exceeds 1:10,000
14. EXPECTED USE OF THIS SURVEY IS FOR NEW BUILDING PERMITTING FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS#5&SF2 250 &Well#
Date:
Review r: - --
A
BEARING REFERENCES89'52'58"E
ET IRC LB 6301 D /2" IP NO I
P OP SED WM E 16.10EL 16.15
EL 16.05 W RUNE
3015 2 75
25' setba ItPRO OSED CON TE DRIVEWAY
C, ....iL
W
02
r,) O EL 16.
r�
o � v
za
0
' .U3
o 20.00'
32.0 04 > . M
N
N. M M
11.38
PROPOSED 1 STCRY
RESIDENCE
in FF 18.33 NAVD
N) M
M
DO
W
O BLOCK 8 1^
ao
6.25 BLOCK 8
OT 2 EL
VACANT s M.
VACANT
�
O
0,
iC
M
80' I` V) 0-
�`°
�
32. 2 v
20.00'L1.9
ALL SELLS Of
ER W CLEXIN CFZ
MAK
48
75
� p
43
10
�0
15
EL 16.00
EL 16.00 1 EL 16.05
S.W. CARTER AVENUE, PORT SAINT LUCIE, FLORIDA 34983
NE NUMBER 772-579-3849; 772-267-0596
BOUNDARYSURVEY
r_1
NO
Cheryl Bennett
Johnny Bennett
EL 16.10
BLOCK 8 LOT 3 OCCUPIED
FF 17.66
DALE OF SURVEY 04/27/2020
AND ORIGINA'
)A LICENSED
.AB SURVEY ENTERPRISES INC LB 630
342 CARTER AVE. PSI, FL 34983
PHONE / FAX 772-224-2963
CELL 772-276-0596
hereby certify that this land surysyin
locument was performed under my
upervision and It complies with the
standards of practice asset forth by
he florido board of surveyors &
noppers in chapter 5J-17.050 throng
iJ-17.b52 of the florid. administative
.ode, pursuant to section 472.027,
lorida statutes, and further that they
ire no Ylslble, above ground
mccroaacchments'ufn�less s�howwn or noted
SIGNATURE DATE
STEVEN D MARSHALL LS 6376
'AGES OR SHEETS COVERED BX-THIS SEAL 1
Certification for Design Load COmuliallce
1. DESIGN CODE: Florida Q.g� IpGL7rih -code 2017 Edition w/20•--_ supplements using ASCE 7.10
2. Structure Design Is: is Enclosed _ Partially Enclosed _ Open Building
3, R15k Category: •_I x II III ___-IV Exposure Category: 4B _C,D Adjustment coefficient I1-0
4. Design Wind Velocity mph --•,-_ASD r_LRFO End Zone Width _ft.
5. Mean Roof Height: _`�f1 ft. Roof Pilch: 6P :12 Parapet -ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ yO 'MRH (worst case)
Zone1:-Lg Zone2:-'jb Zone 3:-�6 Zone4:Zo Zone 5:-�L Garage:z-6
7. Design Loads: Floor:a.L PSF Roof/Dead: t ) PSF Roof/Live T/G PSF Balcony: _PSF
Dock: _PSF Deck: _ PSF Stairs: - PSF Fence: ` PSF Railing: PSF
/ ``
8. Were Shear Wells Considered for Structure? Yes __Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? zyes _Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
STRUCTURALNOTES:
t. STRUCTURAL LUMBER TO BE H5WFIR 92 GRADE OR BETTER WITH tOtlO P.S.I. MIN, FIBER STRESS VALUE.
21 CONCRETE TO BE 3000 P.W. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 26DO P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 38• MIN. LAP,
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3-
BEAMS 1.112•
COLUMNS 1-1/2'
5, FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED IV AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
6 ALL COMPONENTS Of THIS
BUILDING STRUCTURE COOS 7 E BEEN
DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA
ION
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECASTJPRESTRESSED CONCRETE LINTELS TO HAVE B' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. "
'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z-MAX COATING OR BETTER,
NOES:
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WPTH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450,
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450,
TABLE A301.21l) - -
mnxi rc„•pale
GROUND
WIND DE610N
6paaTopoeroPhio
lf4mex NA
5EI6MIC
DESIGN
CATEGORY'
SUBJECT 7DD AMAPIOWiNTBR
---
t lineDESIGN
Weathering" gth"
ICE BARRIER
UNDERLAYMENT
7EMPx REOUIREOK
AIR MEAN
PLOODPRE021N0 ANNUAL
HA2ARb6a INDEXI TEMPI
NAB•301.2(4)
NA
N#gli9lble NA
NA
- NA NA
LINTELSCHEDULE
•JFTE..
----
GTAPPLIED
ITY
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
REAM
0"
7034#
8F2411T-18
5UE
"
5591d
Z
BF24/1T-1B
°
48530
8FZ4/3T-lB
"
3Z4#
4292#
"2.L
BF24/IT-lB
"
G/ $�
3607#
$x1-'{*
8F24/1T-l0"70
29590-6"
5681#
�ZR
2571d
BF24/3T-10
L9
9'-4"
3486d
1811#
8F24/1T•18
L1o"
10'-6"
2781#
1458#
8F24/ST-18
L11
11'-0"
2A23#
4.�-.
1272#
Z
BF24/iT-18
L12
12'•0"
2193#
1151#
8F24/1T-18
L 13
13'-0"
1898d
7524F-
962d
8F24/1T-1B
L14
14'-0"
16979
887#
SF24/1T-10
I. is
14'-8"
2245#
823#
8F24/1T-1B
L16
15'4-
2058#
767#
BF241T•10
L17
17'-4"
16099
1?. q
637#
SF24/IT-10
LIS
19'4"
1282#
1 37-9 fFj
54R
ZZ i-
BF24/11r-18
Lis
211-4"
11,141
480#
BF24/1T-10
L20
22'•0"
1097#
461#
BF24/IT-38
L21
24'-0"
884#
436d
BF24/1T•18
RECESSED UNTEIS
UNTEL
NO.
GTH
:-4-4"
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPUED
UPLIFT
LOAD
COMPOSITE
BEAM
RL•I
8060d
Z�(.
4409tt
2
BF22/1T-10
RL-2
"
8060d
4224#
8F22/1T-38
RL-3
81•0"
8060#
327711
8FZ2/3T-1B
RL-0
5'•10"
BO60q
31764
BF22/1T-18
RL•5
6'-8"
7915#
7 t$-
275811
X12. 4'T•
BF22/1T•IB
RL-6
V-6"
57430
244211
BF22/ST40
Rl-7
9'•6"
3129d
1893d
BF22/ST-18
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
4,LQ, PI Pa
19
u
coELh� jf4�
tlo- c3 Poora.S
T4 rl-i
.mi•rne eru[rfl ll C
TRUSS D
BEAflING
POINT(5)
TRUSS ACTUAL
UPLIFTIGROUPED,
WORST CASE
SIMPSON
CONNECTORis)
CONNECTORS)
UPUFTDESIGN
FASTENERS
A.AS
1'T BRG
HANGER BY TRUSS COMPANY
2"°BRG
369#
3 MT516
990q
Sq lOdxl•3/2"
A6-Ae
VT BRG
40Bq
3 NETA 20
18100
9 IOdX1.1/2"
2N°BRG
408q
1 MTS36
99011
10 10dxl-1/2"
AS
EA[H
93I11 1 XETA 20 Igloo 9 llrdxl-1 2"
HANGER aY TRUSS COMPANY _
B•B2
EACH
gg
1'T BqG
HANGER BY TflU55 COMPANY
21O BRG
412H
(11 HETA 20
igloo
9 20dxl-1/2"
B6.6A
GC2
•E3
1
EACH
EACX
EACH
VT BRG
4144 1
B54p
423#
31S#
111HEIA4U
I HEM.
1 HETA20
3 HETA20
Igloo
3810#
18log
1810#
9110dx1-1/2"
19 I0dz1-1/2"
9 30dx2-1/2"
9 10dx1.1 2"
2MOBRG
238#
1 MTS16
1 990#
141111&1-1 r
GR1
GR2
GR3.GRS
EACH
EACH
1418RG
504#
1523#
690#
1 HETA20
1 HETA20
1 HETA20
1g10tl
1030#
}B30#
9 lOdxl-1/2"
9 IOdz1.1 2"
9 lOdXLl/2"
I-DRG
HANGER BY TRUSS COMPANY
GRG
YT BRG
18490 2 HETA 2A
2365#
12•I6d z3.1 r
2N0 BRG
1203# 11 HETA 20
1 2BIOR
9 30dx1.12"
GR7
I"BRG
21is# (2 HETA24
2365#
12•1fid x3-1/1"
_
Z"O BRG
1448# (1 HETA20
igloo
9 30dx1•12'
BRA
1`10BG
H11 ANGERBY TRUSS COMPANY
2"D BRG
808# 1 MTS l6 990tl 14 lodx1-1/2'
GRB
EACH
HANGER BY TRUSS COMPANY
GRC
VT&3pO BRG
619#
0. HETA 20
1810q
910dxl.12"
2"D BRG
1887#
1 121HETA 24
2365#
1246d x 3.3/2"
G0.0•GflL
KING JACK
EACH
11T DRG
30089
743#
1 HETA 20
3 NETA
IB10#
9 lOdzl-1/3"
IS 10dx2-1/2"
2X0 BRG
5910
('1 MIS 16
1 990#
14 30dx1.3/1"
HIP JACKS
1'T BAG
157#
1)HETA 29
3610#
9 30dx1.3/2"
2" FIG
NA'UDPER TRUSS COMPANY
VALLEYTRUSSES
48"O.C.
672#
1I MTS i6
990#
1410dx1-1/2"
PIGGY BACKS
4r O.C.
110#
1 MTS 36
990#
14 lOdzl•1 2"
TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, WEI # 1 RU55 ENGINEERING DATED ! /9 9 2020.
ALL LOADS REPRESENT WORST CASE LOADING FUR GROUPED CATEGORIES, SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND
STRAPPING PLACEMENT.
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FOOTAGE
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LIVING
2672 S.F.
(D
ENTRY
78 S.F.
a
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m
PORCH
261 S.F.
0
GARAGE
573 S.F.
0
TOTAL
3584 S.F.
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
BENNE17 RESIDENCE
CITY OF FT. PIERCE, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
or
1'
1
ICHAEL J. S
AR96898
REVISIONS
NO.
DATE
T REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
a�
PROJECT NUMBER
DATE 7ho/zo?o ��li%ZGZO
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