FW-15-2206 06,
�yworts ,� Miami Shores Village , l
10050 N.E.2nd Avenue NEWn
- Miami Shores,FL 33138-0000 t ate
Phone: (305)795-2204
� � : Nlste.bats 8` Expiration: 1
Project Address Parcel Number Applicant
841 NE 95 Street 1132060142940 � �
ARTURO CADILLA
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
ARTURO CADILLA 841 NE 95 Street
i MIAMI SHORES FL 33318-
841 NE 95 Street
MIAMI SHORES FL 33318-
Contractor(s) Phone Cell Phone Valuation: $ 2,500.00
ONE STOP CONSTRUCTION INC (786)299-7209
�,,. . _... Total Scl Feet: 100
Approved: Available Inspections:
Comments:
Inspection Type:
Date Approved: : Final
Date Denied: Foundation
Type of Construction:Other Additional Info:NEW FENCING PVC Review Planning
Classification:Residential Scanning:3 Review Planning
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
DBPR Fee Invoice# FW-8-15-56889
$2.00 08/27/2015 Credit Card $50.00 $67.80
DCA Fee $2.00
Education Surcharge $0.60 09/09/2015 Credit Card $67.80 $0.00
Permit Fee-Concrete&Masonry $0.00
Permit Fee-Wire&Wood $100.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $117,80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto any' s i t conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this perm/t Inas uine responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECT ICAL P�UMBING, MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDA IT: J c rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and z ning. thermore, I authorize the above-named contractor to do the work stated.
September 09, 2015
Authorize Sig ture:Owner / Applicant / Contractor / Agent Date
Building Department Copy
September 09,2015 1
� 1
Miami Shores Village � `-
Building Department aur 27 2015
i � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20/�
BUILDING Master Permit No fiU 2ZD6
PERMIT APPLICATION sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP
c� CONTRACTOR DRAWINGS
10B ADDRESS: U(1 Q L q5 -qT
City: Miami Shores County: Miami Dade Zip: 3:3[3k
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: (nConstruction Type: Flood Zone: BFE: `\FFE: ^�
OWNER: Name(Fee Simple Titleholder): fit'f+u q-d c.Q� L� Phone#: Cl- )
Address: 9Q 1 . NYt qC3 '5t
City: Y-'�1. CL AAA- 'C—)VIO State: Zip: 3
3l3
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: ace ��S V�J c"�a`, Phone#: —7T6
Address: if a k q W D- T-Y Y 1
City: 4
,e'LW'i State: Zip: 4
Qualifier Name: S v S L Phone#: 7? ' 20(9 -' Z 0'
State Certification or Registration#: G G IrQ �2 O '$ Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
oo t
Value of Work for this Permit:$ Square/Lire r Footage of Work: 0
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: d.Q'-L) .r2c ;,,, pvc,
x.
Specify color of color thru tile:
,^� � y
Submittal Fee$ Permit Fee$ `yt , CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
G{�
TOTAL FEE NOW DUE$ • �_ i
(Revised02/24/2014)
I
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature ,L Signature
OWNER or AGENT CONTRACT
The foregoing instrument was acknowledged before me this The for going instrument was acknowledged before me this
9-( day of 4-d 120 , by �_day of "411,11 120 by
w ��c�,� � ra. who is personally known to 'N�u c - —t--z who is personally known to
me or who has produced�Sov.a 1�y as me or who has produced �2Y r0t-& / as
t —
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY P BIC:
0Sign: Sign:
; �►�'" �;: YHOSVANY MARTINEZ
Print: Print: MARTINEZ
:►°''
Seal: EXPIRES April 04.2019 Seal: MW)
Y COMMISSION 4 FF2116
14t, b:1 Fbrdallota SefvV4cvn .. EXPIRES April
04.2019
NL/7;i'a;-0.73 FbrMallo�a•�•Ser•;¢econ
/
APPROVED BY 1v 1 ?� S Plans Examiner l Zoning
Structural Review Clerk
(Revised02/24/2014)
rdered By: _$ C
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N. E. 95 STREET .
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Accepted By.
Property Address: 841 N.E. 95 STREET NOTES: FENCES ENCROACH ALONG WEST LOT LINE.
MIAMI SHORES, FL 33138
rREPRESENTATION
CERTIFICATION:! JFY THAT THIS'BOUNDARY SURVEY'IS A TRUE AND CORRECT
OF A SUR' � REPAREI)biOKR MY DIRECTION.THIS COMPLIES NATH THE MINIMUM M.E. Land Services, Inc.
STANDARDS,0.1#SET FORTH BY THE� TE OF FLORIDA BOARD OF PROFESSIONAL LAND
S IN CHAPTER`6J-17.FL�IRIDA:ay.�MINIST�TIVE CODE PURSUANT TO 472.027,FLORIDA STATUTES. 10665 SW 190TH STREET
SUITE 3110
SIGNED FOR THE FIRM MIAMI, FL 33157
MIGUEL S A STATE of PHONE: (305)740-3319
�a ,
,ORI, TA P.S.M.No.5101 FAX: (305)669-3190
NOT VA A ELECTROgJteMNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR LB#:6463
THIS MAP Is NOT VALID NIT 4�k16, tATAND THE ORIGINAL RAISED SEAL OF A LICENSED SURVEYOR
AND MAPPER.
Survey:A-29402 Client File#: 12-0239 CADILLA Page 1 of 2 Not valid without all pages.
I,
Surveyor's Legend
PROPERTY LINE
STRUCTURE FND FOUND IRON PIPE B.R. BEARING REFERENCE TEL. TELEPHONE FACILITIES
/
® CONC. BLOCK WALL PIN AS NOTED ON PUT IL CENTRAL ANGLE OR DELTA U.P. UTILITY POLE
—X—X— CHAIN-LINK FENCE OR WIRE FENCE LB# LICENSE # - BUSINESS R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY BOX
WOOD FENCE LS# LICENSE # - SURVEYOR RAO. RADIAL TIE SEP. SEPTIC TANK
IRON FENCE CALC CALCULATED POINT
N.R. NON RADIAL O.F. DRAINflELD
--------- ---- EASEMENT SET SET PIN
TYP. TYPICAL A/C AIR CONDITIONER
—-— CENTER UNE ♦ CONTROL POINT I.R. IRON ROD S/W SIDEWALK
® WOOD DECK CONCRETE MONUMENT I.P. IRON PIPE DWY DRIVEWAY
BENCHMARK N&D NAIL h.DISK SCR. SCREEN
OCONCRETE ELEV ELEVATION PK NAIL PARKER-KALON NAIL GAR GARAGE
® ASPHALT P.T. POINT OF TANGENCY D.H. DRILL HOLE ENCL ENCLOSURE
P.C. POINT OF CURVATURE 0 WELL N.T.S. NOT TO SCALE
BRICK / TILE P.R.N. PERMANENT REFERENCE MONUMENT ® FIRE HYDRANT F.F. FINNISHED FLOOR
WATER P.C.C. POINT OF COMPOUND CURVATURE ® M.H. MANHOLE T.O.B. TOP OF BANK
P.R.C. POINT OF REVERSE CURVATURE O.H.L. OVERHEAD LINES E.O.W. EDGE OF WATER
–. APPROXIMATE EDGE OF WATER P.O.B. POINT OF BEGINNING TX TRANSFORMER E.O.P EDGE OF PAVEMENT
'�
COVERED AREA P.O.C. POINT OF COMMENCEMENT CATV CABLE TV RISER C.V.G. CONCRETE VALLEY GUTTER
P.C.P. PERMANENT CONTROL POINT W.M. WATER METER B.S.L. BUILDING SETBACK LINE
Q TREE M FIELD MEASURED P/E POOL EQUIPMENT S.T.L. SURVEY TIE LINE
J POWER POLE P PLATTED MEASUREMENT CONIC. CONCRETE SLAB q CENTER LINE
® CATCH BASIN D DEED ESMT EASEMENT R/W RIGHT-OF-WAY
C.U.E. COUNTY UTILITY EASEMENT C CALCULATED D.E. DRAINAGE EASEMENTP.U.E. PUBLIC UTILITY EASEMENT
I.E./E.E. INGRESS / EGRESS EASEMENT L.M.E. LAKE OR LANDSCAPE MAINT. ESMT. L.G.E. LANDSCAPE BUFFER EASEMENTC.M.E. CANAL MAINTENANCE EASEMENT
U.E. UTILITY EASEMENT R.O.E. ROOF OVERHANG EASEMENT L.A.E. LIMITED ACCESS EASEMENTA.E. ANCHOR EASEMENT
Property Address: General Notes:
i 1. The Legal Description used to perform this survey was supplied by others.
841N.E.'95 STREET This survey does not determine or is not to imply ownership.
2. This survey only shows above ground improvements. Underground
MIAMI SHORES, FL 33138 utilities,footings,or encroachments are not located on this survey map.
3. If there is a septic tank,well,or drain field on this survey,the location of
F
loodmation' such items was shown to us by others and the information was not verified.
4. Examination of the abstract of title will have to be made to determine
recorded instruments,if any,effect this property. The lands shown herein war
Number: CITY OF MIAMI SHORES not abstracted for easement or other recorded encumbrances not shown on
ber: 0306L the plat.
5. Wall ties are done to the face of the wall.
L 6. Fence ownership is not determined.
Index: 9/11/2009 7. Bearings referencedto line noted B.R.
8. Dimensions shown are platted and measured unless otherwise shown.
Flood Zone: X500 9. No identification found on property comers unless noted.
Base Flood Elevation: N/A 10. Not valid unless sealed with the signing surveyors embossed seal.
11. Boundary survey means a drawing and/or graphic representation of the
Date of Field Work: 4/3/2012 survey work performed in the field,could be drawn at a shown scale and/or not
to scale.
Date of Completion: 4/10/2012 12. Elevations if shown are based upon NGVD 1929 unless otherwise noted.
13. This is a BOUNDARY SURVEY unless otherwise noted.
14. This survey is exclusive for the use of the parties to whom it is certified.
The certifications do not extend to any unnamed parties.
F
ription:
DTM�o'EST 1/a OFLOT 14, BLOCK 75, OF SUBDIVISION MIAMI SHORES SECTION NO. 3, ACCORDING TO
THEREOF AS:2EWRDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE
, LOMDA •••..•
•
Certified o: INC.;
PRINTING IN'STRUCOQW: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY;
win the stave i•,an Acrobat Reader, FLAGSTAR BANK FSB; . Its'successors and/or assigns as their
MV,y g y 4 • y • " interest may appear.
sdlect We File:fbp�lown snd•eelect Print"
Select a color'prirfter, if available, or at least one with
8.5"x 14" paper.
Select ALL for Print Range, and the#of copies you
would like to print out. Please Copy below for Policy Preparation Purposes on:
Under the"Page Scaling" please make sure you have This policy does not insure against loss or damage by reason of the fdlowing exceptions:
selected"None." Any rights,easements,interests or Claims which may exist by reason of,or reflected by,the
following facts shown on the survey prepared by MIGUEL ESPINOSA dated
Do not check the"AutoRotate and Center" button. 04/102012 bearing Job# A-29402
Check the"Choose Paper size by PDF"checkbox. a)FENCES ENCROACH ALONG WEST LOT LINE.
Click OK to Print. b)
C)
M.E. Land Services, Inc.
10665 SW 190TH Street, Suite 3110 MIAMI, FL 33157
PHONE:(305) 740-3319 FAX#:(305)669-3190 LB#6463
WWW"MELANDSERVICES.COM
Survey:A-29402 Client File#: 12-0239 CADILLA Page 2 of 2 Not valid without all pages.
MIAMI-DY4DE MIAMI-DADE COUNTY
031 Mk PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miumidade.gov/buliding
Mid Atlantic Vinyl Products,Inc.
5109 Commonwealth Drive
Fredericksburg,VA 22407
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Extruded PVC Vinyl Fencing
APPROVAL DOCUMENT: Drawing No. S-4108,titled"PVC Privacy Fence",sheets 1 through 7 of 7,
prepared by R W Building Consultants,Inc.,dated March 13,2012,signed and sealed by Lyndon F. Schmidt,
P.E.,on April 10,2012,bearing the Miami-Dade County Product Control Approval stamp with the Notice of
Acceptance number and the approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each fence section shall bear a permanent label with the manufacturer's name or logo,city,state
and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the jol ilirOt tbG$uildin.Official
• •• •• N • •» N •• • • •
This NOA consists of this page 1,evidence submi"a ~l 7s••~iveMj9jpprgval document mentioned above.
The submitted documentation was reviewed ty Itie my A.Aakar,fL,M.S.
• ••� • NOA No. 12-0416.13
I
• •. •••
: Expiration Date:09/13/2017
JAPPROVED[
': .� • ,�• Zw/�-s•.
APP roval Date: 09/13/2012
... .t.. .a. ��..� • •.
Page 1
♦ . . N . • •
. .• . ti •. . » N •• • .
Mid Atlantic Vinyl Products,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
L Drawing No. S-4108, titled " PVC Privacy Fence ", sheets I through 7 of 7,
prepared by R W Building Consultants, Inc., dated March 13, 2012, signed and
sealed by Lyndon F. Schmidt, P.E., on April 10, 2012.
B. TESTS
1. Gravity Load Test report,prepared by Testing Evaluation Laboratories, Inc., Report
# TEL 027604¢0, dated February 07, 2012, signed and sealed by William Brian
Shelton, P.E.
C. CALCULATIONS
1. Calculation prepared by R W Building Consultants, Inc., two pages, dated April 10,
2012, signed and sealed by Lyndon F. Schmidt, P.E.
D. QUALITY ASSURANCE
I. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. Test report on Accelerated Weathering(ASTMG 155) and Tensile Testing (ASTMD
638); Self Ignition (ASTM D 1929); Smoke Density (ASTM D 2843); Rate of Burn
(ASTM D 635),prepared by Architectural Testing, Report#BI 090.01-119-18, dated
01/18/2012, signed and sealed by Joseph Reed, P.E.
F. OTHERS
1. Florida Building Code, 2010 edition, compliance letter prepared by R W Building
Consultants, Inc., dated April 10, 2012, signed and sealed by Lyndon F. Schmidt,
P.E.
• .• • • •• N N N •• • •
• •• % • •M N •N N .• •
"f tiny A.Makar,P.E.,M.S.
Product Control Unit Supervisor
..s•• •:• ... . NOA No. 12-0416.13
•• •: :.: # ;Expiration Date: 09/13/2017
+�; -i S • t•_ Approval Date: 09/13/2012
••• • •�• ♦ • ••� • •.♦ • •
• • • • • • N I • • • •
• • • • %.• • N•M • •
• • •• • 4 w • N M •r • • • •
MID ATLANTIC VINYL PRODUCTS
5019 Commonwealth Drive - —72'-- - 7T -- - --- 7z'---•
Fredericksburg,Virginia 22407
N \q
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F 0 N OOC Z
N O'C 41
b p o
Nil
a0 P L L
PVC PRIVACY FENCEIII lil- i=til=lil- - -til=lil-lil-lil. II. II-Iii-lilililin .i ¢a m ,
" �. 35
GENERAL NOTES GROUND LEVEL 0000 ( s 45
• •
i. This product is designed to comply with the"HVH2"Florida Building Code. CLASSIC OUTERBANKS CAMBRIE • 00000 ••••••
•• • •• •
2. For wind load rating see chart this sheet. � 0 � •
3. Installation of this fence shall be based on this product approval documents with no •• •• .• •0 +• +:;
deviation from the conditions detailed on this document. 7T 7T 7T 72"
4. This Product Approval Document(P.A.D.)will be considered invalid if modified. • • l
5. Site speck projects shah be prepared by a Florida Licensed Engineer or Architect which will 0 0 0 0 0 0 0 0
become the Professional Of Record(P.O.R.)for the project and who will be responsible for • • • �f
the proper use of this P.A.D.
6. This fence manufacturer's permanent label shall be placed at each fence assembly,The ^ • _ �,
••
permanent label shall read as follows: 0
Mid Atlantic Vinyl Products,Inc. • to
Fredericksburg,VA TTT_ + 0 0 Rx
Miami-Dade County _ _ _ — — — — _ _ a
Product Control Approved I III I 111=1 III-)I I 111=1 I I- - Iii-f l i-1 11=i I I. I I. j .IIII I h I • •
7, Tested in accordance with Metro-Dade County performance test requirements as reported
in test report#TEL 02760460 issued by Testing Evaluation Laboratory. : •+ ar OTWO4 •
8. The fence post,rails and pickets are a coextruded part with a min.0.02(Y'(+/-.005")cap GROUND LEVEL ;• •• • +
stock which contains"UV"inhibitors. All parts shall be made of PVC that is manufactured by VICTORIAN PINEHURST IMPERIAL •• • FORD • •bo 4
Mid Atlantic Vinyl Products,Inc. Refer to PVC material specifications for tested properties. + +
•• • z
PVC Material Specifications Test PVC Pros pertleWh
s
Rate Of Burning ASTM DO Gass CCi
o S410hoTenperMure(Spontaneous) ASTM 01929 80>fWF
Amp Smoke Density RaIN ASTM D2843 81.4<75 z
TensileStrength(Dill ane Exposed 8 Unexposed) ASTM 638 9.9%<10% D
w z
~ TABLE OF CONTENTS
$ SHEET# DESCRIPTION WIND LOAD RATING z U
i Typical elevation&general notes o
DATE: 3173112 z
2 Classic fence details o
a
Thists vertical supports are desl ned/tested p ved a comptyingwirh stte SCALE: N.T.S.
3 Cambnd a ence data's PP 9 s
st mile wind speed or 115 mph 3-second ori t�a�u-�aaiyy��Code DING.er: JK m
4 Outerbanks fence detailseGce with section 1615.2.1 of the fl xida cNx.er: LFS5 Pinehurst and Victorian fence details NOAe I7 esign Pressure=16.5 psf). Mi do aro uct Mrot DRAWING NO..
6 Oxford fence details ro
7 impena ence detai s By 5-4108 0
SHEET 1 Oi 7 N
5 S' I�--71' ---'I BILL OF MATERIALS
nEM• ca�camoH MATERIAL a
1 5"X 5"POST PVC
2 #10 X 0.7S'PH SELF-DRILLING TEK SCREW STEEL
6., 3 TOP AND BOTTOM RAIL PVC
4 4 U CHANNEL PVC
4
—5 POST CAP PVC
6 TONGUE AND GROOVE PICKET(7/8"X N.) PVC
h NOTE; 9 fi p
1."U"channel 4 attached to the fence post with#10 x JS'self-drilling
TEK screws located 0 2.5"from the top and bottom with one at the e 8 £
centerline. '
T CONCRETE 4 • • •••••g � ••••••
3000 PSI • • •
I MIN. •• • •• • •
III— •••j• '••so• i
GROUND I SEE DETAIL- l • s i WLEVEL III A„(nP) is + �CLASSIC FENCEII 1 7177' GRAVELHLL MIN..O75'CAPSTOCK �?ROUT ON (CONTAINS UV INHIBITORS) I� ••••• • • 7 tj)TYP,ALL POST,RAILS&PICKETS
IT'SQ.HOLE �• 1�'• • •
10 Nj
e i••ala w
N • •••
go 0
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0.0s, z
4 ,CHANNE!t
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:
n
W
T S”X S"IOSi o
o
n
— — — — —— — — — SYM. o oerc 3113112
c
Aeerovadaeoomplylnswlththo Scut: N.T.S.
13 2vc2 owa er. JK m
IT cNa.orLFS 3
TONGUE AND GROOVE PICKET TOP AND OOTTOM RA8 bu N Dodo Pro act ntrrol d
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5 s" �--- 71" -1 BILL Of MATERIALS a
RFM• DESCRIPRON MA1HNAl �
►� 1 5'X S'POST PVC - '*
2 #10 X 0.75'PH SELF-DRILLING TEK SCREW STEEL ° 1;
3 TOP AND BOTTOM RAIL PVC
4 U CHANNEL PVC
�4J q 5 POST CAP PVC
6 TONGUE AND GROOVE PICKET j7/8"X 6") PVC .
5 3 NOTE: [ 3 T p o
2 1."V'channel is attached to the fence post with#10 x.75'self-drilling , ®v'i Sc
6 TEK screws located 0 2.5'from the top and bottom with one at the
T centedine.
CONCRETE 4 • • +•• i�
3000 PSI • • • •• ••• ••
MIN. •• • s• • •
llllll,, _1 • �•
N 6 jl SEE DETAIL •••r• ••• • i ♦o• %
GROUND I I ��A.jTYP.) • •• •�• >vI •
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CAMBRIDGE FENCE I I i I- _; +; ••s: : i _
1 MIN..015'CAP STOCK *loss s• ' %•
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RAILSIS PICKETS ••••• i••• o : _
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5-
1710.HOLE -7' I••1ti� ••
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3„ I BILL OF MATERIALS
1 REM• 0"cFJ►At�l MATERIAL
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$ 3 ROUTER DETAIL"A" 8y S-4108 -"
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Ila3.32 7 0.06' h I I 1 5"X 5'POST PVC �d
05, 2 #10X 0,75e PH SELF-DRILUNG TEK SCREW STEEL
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0.75' U CHANNEL g be "
15 X I S PICKET 4 5 POST CAP PVC S 8-C Y
ROUTER DETAIL"B" see note I 6 TONGUE AND GROOVE PICKET MIX 6" PVC .g R' E
1 7 TOP RAIL PVC
8 Of X 1.5" PICKET PVC � �•, u
S SEE DETAIL'B" t3 r
PINEHURST FENCE 3'�{ NOTE:
1."W channel is attached to the fence post with#10 x.75"self•drilling E fr
7 71 TEK screws located @ 2.5"from the top and bottom with one at the c
centerline.
3 b Zo
4
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3 a �..•. sa
4 c3tl MIN..01 S'CAP STOCK e e e e e •
6 (CONTAINS UV INHIBITORS) •••••• •• • • y
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MIN. •••• •• • a
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— SYM. rr". ROUIERDETAIL"A" Approved atoomptylo@wMdw scAu: N.T.S.
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�1 TONGUE ANO GROOVE MCKEf TOP RAIL 3 MID rR BOTTOM RAIL BY 01 S-4108
o Ire x 6^ 7 N
SHEET OF 7
SEE DETAIL 71 BILL OF MATERIALS
8 S
B. $" REM# DESCRIM101 MATERIAL " \
1 5"X5"POST PVC bg
2 #10 X 0.75"PH SELF-DRILLING TEK SCREW STEEL g °
3 MID&BOTTOM RAIL PVC
4 U CHANNEL PVC
OOOOOOO OOC 3 5 POST CAPPVC >
6 TONGUE AND GROOVE PICKET 7/8"X 8' PVC �R•:o :E
7 1 TOP RAIL PVC
3 8 ILATTICE I PVC Q
� 4
NOTE: o
4 1."U"channel Is attached to the fence post with#10 x.75"self-drilling 'a
TEK screws located 0 2.5"from the top and bottom with one at the e 5
6 centerline.
CONCRETE 3 �
3000 PSI 2
MIN.
_
U
IL IF � zEn
f GROUND 6 11 I I I 1 ••♦•• ti oa
LEVEL I SEE DETAILto
—1 .•• •••• a •4`�
I OXFORD FENCE I I ILI A (�) 4 U CHANNEL •• • p W 'a
111 � � Ter cote 1 •• • � � •�
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1 MIN-016'CAPSTOCK II o
72" (CONTAINS UV INHIBITORS) •••• •• • 0 1 ••
GRAVEL FILL ROUT ON TYP,ALL POST.RAILS&PICKETS o. n
• ••
17'SO.HOLE 2.-
0.1 2Y
'0.125"NOTCH pp�� ♦ ♦
(MID RAIL) If o•. •• 94 6.1
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ROUTER DETAIL"B" Ta 4.4d"•♦ • •. •• ♦ �i
is 0.10 0 Cie
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$ 0.125'1MckX 17'wide
Fes—5"
0.10" �
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6 TONGUE AND GROOVE 1MCKET —"1 F� 0.125'NOTCH t��F—
DRAwMO NO.: H
7/8 X d' T TOP RAIL 3 M!D i 80IIOM RAIL gy S-4108 0
SHEET 6 oT L H
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$ 5„ SEE DETAIL"B" BILL Of MATERIALS 1
7 8 In
71" _--, nEM 11 DESCIUMWH MATERIAL „
L 7 I 1 5'X 5"POST PVC 'i_
3 2 #10 X 0.15'PH SELF-DRILLING TEK SCREW STEEL W d.
K
3 MID&BOTTOM RAIL PVC - ?
--------------------------- A 4 UCHANNEL PVC
5 POST CAP PVC '
4 6 TONGUE AND GROOVE PICKET 7/8"X 6" PVC o R m ` '
�..U N•; D .L
3 7 TOP RAIL PVC Otq "€
4 8 1.5 X 1.5' PICKET PVC i m°a'zi 1'1 o
NOTE: S:Y
CONCRETE 1."U"channel is attached to the fence post with#10 x.75'self-drilling €
3000 PSI 2 6 TEK screws located 0 2.5'from the top and bottom with one at the
MIN. centerline.
— IT.
NI—
B' GROUND b I Tn
LEVEL II11 I I SEE DETAIL +•••• J 9
IMPERIAL FENCE (TYPQ W
Ill I T MIN..015"CAP STOCK IIII •• • •• • Z lie
A \Tiii-- + • o W
(CONTAINS IN INHIBITORS) •+••• •• • 1� *Wq
77' GRAVEL Fill ROUT ON TYP.ALL POST,RAILS&PICKETS '
12'SQ.HOLE -I
7' 2' o •
3.5' • • • •
s• •• • •• •
•
f:�Eo-o
5 � •a • • • • •r'� • 0
ROUTER DETAIL"B" o •• • �'
(4>U CHANNEL
See note 1 ROUTER DETAIL"A" 3.5' z
T S'X S'POST
1.93° 0.04„ 0.1" h a z
— —— — — — —— DATE: 31131,2Apmi
SYM. -1 FlMda8d�gmpl�yl�ogwitl�the SCAE: N.T.S
1 {
DWO.BY: A
Dago 3 20/Z m
o�q 6" -�I I--0.75" c 0.89" INdi � jCOOtro13 DRAM BY.. LFS
G DRAWINIS NO.: N
6 iL�NCUE AND fiROOVE PICKET 8 1.5 X 1.5 PICKET 7 trOP RAIL MID i BOTTOM RAlli 60Ti DM RAIL 13 S-4108
7RY'X 6' _ e
SHEET 7 OF 7 N