HomeMy WebLinkAboutFlood elevation Cert-Final77-LA -NNING
DEVELOPMEN
BUILDING
SERVICES
DIVISION
2300 VIRGINIA AVENUE I FORT PIERCE, FL 34982 1 (772) 462-1960 1 TDD (RD 462-1428 1 WWW.STLUCIECO.GOV
Memo of EC Review for Correctness and Completion
The attached FEMA Elevation Certificate for the following address has been reviewed by this office.
172 NETTLES BLVD
(1405-0229)
The items noted below are not correct on the attached form and should read as entered on this page.
SECTION A - PROPERTY INFORMATION I For Insurance Company Use I
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
City
State ZIP Code
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
A4.
Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.)
A5.
Latitude/Longitude: Lat. Long. Horizontal Datum:
NAD 1927
NAD 1983
As.
Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7.
Building Diagram Number:
A8.
For a building with a crawlspace or enclosure(s):
A9.
For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) sq ft
a)
Square footage of attached garage sq ft
b) No. of permanent flood openings in the crawlspace or
b)
No. of permanent flood openings in the attached garage
enclosure(s) within 1.0 foot above adjacent grade
within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b sq in
c)
Total net area of flood openings in A9.b sq in
d) Engineered flood openings? Yes No
d)
Engineered flood openings? Yes No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
69. Base Flood Elevation(s) (Zone
Date
EffectivelRevised Date
Zones)
AO, use base flood depth)
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
FIS FIRM Community Determined
Other (Describe)
B11. Indicate elevation datum used for BFE in Item 139: NGVD 1929 NAVD 1988 Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No
Designation Date CBRS OPA
Local Official's Name: Leslie Olson, AICP Title: Director, Planning and Development Services
Name: St. Lucie County (Unincorporated Areas)
Signature
Comments:
Telephone: 772-462-1960
Date:
CRS 310
FEMA EC CORRECTION MEMO ST. L U C I E
U.S. DEPARTe,W OF HOMELAND SECURITY-_-EVATION CERTIFICATE
FEnERAL Ei<ERGENCY MANAGEMENT AGENCY -' OMB No. 1660-0008
National Flood Insurance Program Important: Read the Instructions on pages 1-9. Expiration Date: July 31, 2015
SECTION A- PROPERTY INFORMATION FOR INSURANCE COMPANY USE
or
172 NETTLES BLVD
Al. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
PARCEL NO.4502.501-0358-000-5
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5, Latitude/Longftude: Lot. 27"17'13.21" Long.-80"13'27.81" Horizontal Datum: ❑ NAD 1927 ® NAD 1983
AS. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance.
A7. Building Diagram Number Q
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspaoe or enclosure(s) NA sq ft a) Square footage of attached garage NA sq ft
b) Number of permanent flood openings in the crawlspaos b) Number of permanent flood openings in the attached garage
or enclosures) within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA
c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings In A9.b N& sq in
d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name S Community Number B2. County Name B3. State
ST LUCIE COUNTY 12111 ST LUCIE FL
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index Date
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
0311
J
NA
Effective/Revised Date
Zones)
AO, use base flood depth)
2.18-12
AE
(EL6)
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No
Designation Date: _ ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction' ® Finished Construction
•A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, Vi-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: GP -RTK Vertical Datum: NGVD29
Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: NGVD29
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspaoe, or enclosure floor)
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG)
g) Highest adjacent (finished) grade next to building (HAG)
h) Lowest adjacent grade at lowest elevation of deck or stairs, Including structural support
Z&
feet
❑ meters
NA._
❑ feet
❑ meters
NA_
❑ feet
❑ meters
NA.-
❑ feet
❑ meters
7.0
® feet
❑ meters
4.Q
® feet
❑ meters
g.2
® feet
❑ meters
4.2
® feet
❑ meters
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
Information. I certify that the information on this Certificate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001.
❑ Check here if comments are provided on back of forth. Were latitude and longitude in Section A provided by a
❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No
Certifier's Name RICHARD A MIXON License Number LS3335
Title PRESIDENT Company Name MIXON LAND SURVEYING, INC
Addre 1 5 3r AVk- City OKEECHOBEE Slate FL ZIP Code 34972
SAVIiWrs, a/t/10241// / / Date 03-23.15 Telephone 772-260.5302
086-0-33 47/12) See reverse side for continuation. Replaces all previous editions.
ELEVATION CERTIFICATE, page 2
IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
172 NETTLES BLVD
City JENSEN BEACH State FL ZIP Code 34957 Company NAIC Number:
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments
Signature Date
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items Ei-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items Ei-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
Ell. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is — _ ❑ feel ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is — _ ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
of this Elevation Certificate.
Check here if attachments.
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
law or ordinance to administer the community's floodplain management ordinance can complete Sections A, 13, C (or E), a
the applicable item(s) and sign below. Check the measurement used in Items G8-GI0. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes.
G4. Permit Number
G5. Dale Permit Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: _ _ ❑ feet ❑ meters Datum _
G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters Datum _
G10. Community's design flood elevation: _ _ ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
❑ Check here if attachments.
FEMA Form 086-0-33 (7/12) Replaces all previous editions.
ELEVAYIUN CERTIFICATE, page 3 Building Photographs
See Instructions for Item A6.
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
172 NETTLES BLVD
City JENSEN BEACH State FL ZIP Code 34957 Company NAIC Number.
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions
for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side
View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as
indicated in Section AS. If submitting more photographs than will fit on this page, use the Continuation Page,
FEMA Form 086-0-33 (7/12) Replaces all previous editions.
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BENCHMARK: 00'
0
SET NAIL/DISK "LS3335" 0
ELEVATION = 3.4 (NAVD88) S70"30'00"W
SET 5/8' IRON--� SET NAIL/DISK
ROD/CAP "LS3335" "LS3335"
C/L NETTLES BOULEVARD
5.0'
)A
D
Z
V Z
a
EL y
r
r-
0.2'
d
SCALE
0'
20' 1" = 20' 40'
60'
THIS SURVEY IS NOT COMPLETE UNLESS
ACCOMPANIED BY SHEETS
1 THRU 2 OF 2.
LEGEND:
FH - FIRE HYDRANT
C - CONCRETE
POB - POINT OF BEGINNING R/W - RIGHT OF WAY
EOW - EDGE OF WATER
- CATCH BASIN
UP - WOOD POLE
PH - PHONE
(0) - DEED
POO - POINT OF COMMENCEMENT O.E. - DRAINAGE EASEMENT
ORB - RECORD BOOK U.E. - UTILITY EASEMENT
MEP - MITERED ENO SECTION
ES
CMP - CORRUGATED METAL PIPE
ANCHOR
- GUY ANCMOfl
—y-- OVERHEAD UTILITY
55 - SEWER SERVICE
WM - WATER METER
(P) - PUT
(M) - MEASURED
RADIUS
R - � LENGTH MO� - IXISi1NG ELLYATION
RCP - REINFORCED CONCRETE
—X— - FENCEUNE
0 - WELL
(C) - CALCULATED
A - DELTA ANGLE O - PROPOSED ELEVATION
SMH - SEWER MANHOLE
TV - CABLE RISER
WV - WATER VALVE
ELEV.- ELEVATION
C/L - CENTERUNE TOB - TOP OF BANK
DMH - DRAINAGE MANHOLE
MAP OF BOUNDARY
SURVEY
MIXON LAND SURVEYING, INC. JOB °"rE` 3-5-14
024
JOB NO 14-024
12450 NE 26TH AVENUE CADD FlLE:
OKEECHOBEE FLORIDA 34972
863 763-0990 BY: RAM
CERTIFICATE NO. LB 4199 SHEET 2 OF
SURVEY REPORT
DESCRIPTION:
LOT 172, SECTION It, OUTDOOR RESORTS OF AMERICA AT NETTLES ISLAND,
ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT
BOOK 16,
PAGES 1, 1A THROUGH 1J, PUBLIC RECORDS OF ST. LUCIE COUN
FLORIDA.
51. Lt1;-i�
F�
�a;c 3,1st
M R
NOTES:
1.)
NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE.
2.)
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL
OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
3.)
ONLY VISIBLE ENCROACHMENTS AND IMPROVEMENTS, IF ANY, ARE SHOWN HEREON
UNLESS
OTHERWISE NOTED.
4.)
DESCRIPTION FURNISHED BY CLIENT.
5.)
PARCEL SUBJECT TO ALL EASEMENTS, RESERVATIONS, RESTRICTIONS, AND RIGHTS
OF WAY.
6.)
ALL LOT DIMENSIONS ARE PLAT AND MEASURED, UNLESS OTHERWISE NOTED
7.)
PROPOSED SITE PLAN SUBJECT TO APPROVAL BY GOVERNING AGENCIES.
8.)
PARCEL CONTAINS: 2,243 SQUARE FEET OR 0.05 ACRES MORE OR LESS.
9.)
STREET ADDRESS: 172 NETTLES BOULEVARD
10.)
PARCEL GRAPHICALLY LOCATED IN FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.)
ZONE AE(EL6), COMMUNITY PANEL No. 12111CO211J.
11.)
ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF
1988(NAVD88).
12.)
THIS SURVEY FALLS WITHN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER
611317-6.003, FLORIDA
ADMINISTRATIVE CODE. ALL FIELD MEASURED CONTROL MEASUREMENTS EXCEEDED
THE ACCURACY
REQUIREMENTS FOR THIS CLASSIFICATION.
13.)
BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED BEARING OF N19'30'00"W ALONG THE
EAST RIGHT OF WAY LINE OF NETTLES BOULEVARD.
14.)
THIS SURVEY REMAINS THE PROPERTY OF MIXON LAND SURVEYING, INC.
15.)
WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CERTIFIED TO:
EDWARD GAHN
MAP OF BOUNDARY SURVEY
THIS SURVEY IS NOT COMPLETE UNLESS ACCOMPANIED BY SHEETS
i THRU 2 OF 2.
REVISIONS:
DATE:
BY:
REVISIONS:
BY:
FINAL TIE
3-91
RAM
MIXON LAND SURVEYING,
INC.
SURVEY DATE: 3-5-14
12450 NE 26TH AVENUE
JOB W. 14-024
CHARD q MIXON
CADO FILE:
MIXO LAND SU QVEYING, INC.
OKEECHOBEE FLORIDA 34972
BY: RAM
PROFESSIONAL ND SURVEYOR
863 763-0990
SHEET 1 OF 2
STATE OF FLORIDA C TIFICATE NO. LS 3335
CERTIFICATE N0. LB 4199
SLY 1-BEAN
FT. 2 X6 11101) CAP
TNK1L SOLD cAP BLOCK
01Xex161 CONCRETE
MASONRY UNITS
APIER "A"
F-1
NOTE PIER TYPE `A' NA
MAXIMUM HEIGHT OF 38' F
SLAB TO TOP OF P.T. 2 X
AT. 2 XB MVOD CAF
;iI ,�'rexte'GavcnETE
.1 .,A,. AsEs LMITs
B IE „
OF
STRUCTURAL LOAD LIMITATIONS:
CODE EDRION: 2010 FLORIDA BUILDING CODE L ASCE 740
1. ULTIMATE DESIGN NWO SPEED:
ITO mph AND SPEED
S. NOMINAL DESIGN WNS SPEED:
I'M mAN YNA$I=
S. YRID EXPOSURE CATEGORY: ^D-
d. IMPORTANCE FACTOR: 1.0
6. INTERNAL PRESSURES:
+268 ESA INTERIOR
N 41A END
8, DESIGN ROOF LYS LOAD:
APSF
T. DESIGN FLOOR LYE LOAO'
W PBF
L MIN. ASSUMED SOIL BEARING CAPACITY: MSOPSF
P. OCCUPANCY CLASSIFICATION : ID.
10. OWIFRUCTIONTYPE: YB
I1. THIS BUILDING 18 NOT DESIGNED FOR PLACEMENT INA MR
VIMMITT HURRICANE ZOM1F R DEFIRED BYTVEFBC.
H-TMS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
6UBJECFEGTORAMEACTpNNHENLOCATEDNARGOD
=ORSONE4PEA.-THEBOROMOFTHERRIX.M LOG
NF,L_M,MUBTBE LOCATBOABOVFIRE BVROINGMFROOO
PLANE PROWULFRYFLFFAREA WLDINGTOGBMEOCEOCATL91NuAL0.DIx0G
9TEMSrBGAISCveTREFLOoDPLAxELEYIN., 00
ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COM LI NICE
REVIEWED BY
DATE
PLANS AND PERMI
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
._Ol.
44
11SYMBOLS
THE FOUNDATION IS DESIGNED TO RESIST FLOTATION, COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, ANDALL OTHER LOADS DURING THE BASE FLOOD.
IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO U NING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD.
FLOOD ZONE NOTE:
HOME IS TO BE PLACED IN A FLOOD ZONE, THIS PLAN WILL REQUIRE 12 HYDROSTATIC VENTS.
(BASED UPON EACH VENT PROVIDING 65 SQ. INCHES OF FREE FLOW SPACE). ACTUAL VENT'
FLOOD ZONE INFORMATION LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR,
- FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE
AE WITH BASE FLOOD ELEVATION AT 6'NAVD 88. 1 THAT IS IMMEDIATELY UNDER EACH OPENING. A `
-LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.1'
-MINIMUM ELEVATION AT BOTTOM OF WEAM TO BE 7.0'
COLUMN LOADS
1Q = 3234 LBS.
20 = 3234 LBS.
FOUDATION NOTES: I
1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1000 PSF SOIL BEARING CAPACITY.
2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE
DOUBLE BLOCKED.
3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES,INC., OR EQUNALENTAND ALL SIDEWALL ANCHORS ARE
SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED.
4. THE MODEL 1101 N'(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES
AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM
STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18' FROM CENTER OF GROUND PAN.
5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER SHIMS SHALL BE FREE OF
KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, CEDAR, OR ASS AND BEARG AT ALL CONTACT
POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIOR TO ADDING THE SHIMS.
8. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 I.S. CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS.
7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION.
8. ALL PIERS SHALL BE CONSTRUCTED OF 8' X V X 16' CONCRETE MASONRY UNITS CONFORMING TO ASTM C90.
9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS.
10. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE
LOCATED DIRECTLY BELOW THE IAEAM CENTERLINE.
11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION
F.T. -FRAME TIE -DOWN FASTENED TO
0° G.A. GROUND ANCHOR.
ANCHOR ANCHOR STRAP FASTENED TO GRC
Q-OLIVER TECHNOLOGIES OR EQUIVALENT
LONGITUDINAL & LATERAL BRACING SYSTEM
M -OLIVER TECHNOLOGIES OR EQUIVALENT
An. avEaREF SEEING SsErL
im�wS�it I PN�TION
TMIII MN. 14 SCRENs DR Sox scHaMIOIDs
nluD. EYENLY Swan.
IDEWALL MATELINE WALL
IEDOWNS-4'-O` D.C.
8`XIS" CMU BLOCKS AME OUTRIGGER
DRY STACKED PIER
(PER PLAN LOCATION) FLOOR Jols7s
FRAME 8"X16` emu BLOCKS
.T. 2X8 WOOD SHIM Z >2 DRY STACKED PIER
EIOSTNG O iD 4` THICK SOLD BLOCK CAP ow
CONCRETE SLAB I B`XIB` CMU gL,OCKS O. I I
(GOOD CONDITION d v DRY STACKED PIER 1 Y Y
SINGLE -STACKED n in
� 1-T- I I=1Ti-1=1TI-1 1=1-
'—T, _ �` r=III-I n1T11
ANCHOR INSTALLATION
C CT ON „ —E" F)(ISTIN • CONCRETE INSTA L ATION
4'-0` GROUND ANCHORS WITH A 51W SHAFT AND A
F-1 6' SINGLE DISC OR EQUIV.
2Ye . MN. PERIMETER RVL
ALL RE-OODN S RNI ETC., SHALL BE FIFE i
FRESH B, EPACE 1, SIEEI. STFAPNNG 109.000
MNWM YpD 5'IREMH, .p35' MINIMUM THCNIIESS
(PUGS OR MNus D02 IR - mosum)
RNSH B(-ATM T- IFFEED GLLVAN® TINE,
WNCF'�.5 PEN EgMAE roon w.Y�S�ICE, 1760
POUNDS MNMUM BRFAK SIENGIN, MERGED EVERY
12 TO 15 INCHES (MINUFACNIIER'E MASS
S
AND ASIM SPED. D]4SI-Bt), 1 1/4• MUM.
GNGUND ANCHORS SPOUID SE
CERTIFIED BY A PROFFSSIOFML MCNIEDF.
DNWFD2 AW/OR HATgNNLY RECTONMEO
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