FW-16-2208 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-264855 Permit Number: FW-8-16-2208
Scheduled Inspection Date: Spntember 16,2016 Permit Type: Fence/Wall
Inspector: � "ROY
1 Inspection Type: Final
Owner: OLASO, M CLAUDIA Work Classification: PVC Fence
Job Address:55 NE 99 Street
Miami Shores, FL Phone Number
Parcel Number 1132060131290
Project: <NONE>
Contractor: CAIBAI CONSTRUCTION LLC Phone: (786)229-2770
Building Department Comments
92 of 6" HIGH WHITE PVC FENCE WITH 1=10 OPENING Infractio Passed Comments
DOUBLE GATE. INSPECTOR COMMENTS False
Inspector Comments
Passed *�
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
September 15,2016 For Inspections please call: (305)762-4949 Page 6 of 20
Pe MA FW
Miami Shores Village : ( PBfT7?tf Type Fe4tc tail
S. 10050 N.E.2nd Avenue NEffmqk' 3 Wnc
dc Ctstcaflon. PVC
Miami Shores,FL 33138-0000
Phone: (305)795-2204 �� � �
jsaui�81 .'01 Expiration: 2122/2017
Project Address Parcel Number Applicant
55 NE 99 Street 1132060131290
Miami Shores, FL Block: Lot: M CLAUDIA OLASO
Owner Information Address Phone Cell
M CLAUDIA OLASO 55 NE 99 ST
MIAMI SHORES FL 33138-2338
Contractor(s) Phone Cell Phone
CAIBAI CONSTRUCTION LLC 786 229-2770 Valuation: $ 1,800.00
( ) (786)470-4207
Total Sq Feet: 92
Approved: Available Inspections:
Comments: Inspection Type:
Date Approved:: Final
Date Denied: Foundation
Type of Construction:PVC Fence Additional Info:97 of 6"HIGH WHITE PVC FENCE"Al Review Planning
Classification:Residential Scanning:3 Review Building �JE
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20
Invoice# F{N-8-16-60893
DBPR Fee $2.00 08/26/2016 Check M 2464 $66.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 08/05/2016 Check#:2451 $50.00 $0.00
Permit Fee-Wire&Wood $100.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $116.20
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 and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing info f is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize t ab a med contractor to do the work stated.
August 26, 2016
Authorized Signature:Owner Contractor / Agent Date
Building Departm t opy
August 26,2016 1
®� Miami Shores Village �FF
'
J BuildingDepartment �� 0
p '
10050 N.E.2nd Avenue,Miami Shores,Florida 33138LBY
,I
Tel:(305)795-2204 Fax:(305)756-8972 � r
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 r<�
BUILDING Master Permit Ido.
PERMIT APPLICATION Sub Permit No.
FE-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:] MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 55 NE 99 St
City: Miami Shores Countv: Miami Dade zip: 33138
Folio/Parcel#:11-3206-013-1290 Is the Building Historically Designated:Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):Claudia Olaso Phone#:786-200-6951
Address:55 NE 99 St
Cit,: Miami Shores State: FL zip: 33138
Tenant/Lessee Name: Phone#:786-200-6951
Email: claudia.olaso@gmail.com
CONTRACTOR:Company Name: CAIBAI Construction LLC Phone#: 954-454-6594
Address: 10876 SW 24 Terrace
City: Miami State: FL Zip: 33165
Qualifier Name: Jose Losa Phone#: 954-454-6594
State Certification or Registration#: CGCO58065 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$1,800.00 Square/Linear Footage of Work: 92'
Type of Work: ❑ Addition N Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: 92' of 6' High White PVC Fence With 1=10' Opening Double Gate
Specify color of color thru tile:
Submittal Fee$ ( Permit Fee$ 0�` CCF$ 0 ° '20 CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$_�J
Technology Fee$ C) Training/Education Fee$ ® Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 60( • ;-2-0
(Revised02/24/2014)
.Y
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. 1 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—fn08n!;'r_ Signature
OWNERorAGENT CO RACTOR
The foregoing instrument as acknowledged before me this The foregoing instrum nt was acknowledged before me this
day of 20 l� by day of 20 1 by
��. w s personally known t ��s'e� l� ��� wh Is personally known to
me or who has produced as me or who has produced as
identification ce an )El identification and who id, oath
s`A` MAI® FLOR ,:s " MAIQUEL FLORES
NOTARY PUB ' MY COMMISBION#FP,16676 NOTARY PUBLIC: MY 0®MMIBSION W 716676
''�;�EXPIRE M 6•�ot7
'' XPINM.3y 9..utt
Sign:— Sign
Print: Print:
Seal: Seal:
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APPROVED BY ` Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
r
CAIBAI CONSTRUCTION LLC (CGC058065)
10876 SW 24th Terrace
Miami FL 33165
(954)-454-6594
Date:
State of ;FL ,
County of ba
Before me this day personally appeared a0S;C- k( L-0,'�a ^who, being duly
sworn, deposes and says:
That he or she will be the only person working on the project located at:
Sworn to (or affirmed)and subscribed before me this f--'T day of 14o .20L�by
Personally know
OR Produced Identification
Type of Identification Produced
vW
Print,Type or Stamp Name of Notary
MAIDUEL FLARES
t
r' MY COMMISSION Ar117916670
EXPIRES May 9,2017
44071`id .0163 Flsrld.Nala 2er,100,G9FM
Miami s Village
affirm Building Department
10050 N.E 2nd Avenue
lOR[Dp' Miami Shores, Florida 33138
Tel: (305)795 2204
Fax:(305)756 8972
Notice to Owner- Workers' Compensation Insurance Exemption
f IYurida Law requires 11'orkers' C"onlpensalion insurance coverap-C under Chapter 440 01 the I loridil Mali les- I la. Slat, S 440,05
allcm+ culporuc otticcrG in the cottstructiun indu°.try to exempt thcntsclv,�s from this rr:.luirement for an%wilsttuction pt,riw prior it)
obntininp u building,permit. ttursuani to rbc Florida Dkision of NVttrker,'C onilwnsalion F ntpfmcr 1 act,lirocluire.
j
An empimer in the construction industrc isho cmplays one or more part-time or full-time
emplo\ees,inchlding the owner.must obtain workers compemalion coverage. Corporate olficcts
or members of a limacd lijbilit� cunipan\ 1t.LC1 to the construction mdustrt nils elect to be
cscugtl it:
i
I. the officer o\%n5 at least 10 percent of the stock of the corr.rntliun.or in the ca+c rat
an LLC,a statement aucSLrne to the rninitnum f0 percent awnership:
j II;C officer it; listed a, an officer ctl the cotporalion in the records of the I lurtda
I kparintent of Slate.flit iAun o1'Corporaltom..and
I. the wiporuion is registered and listed is acike wills the Florida Department of
State,r)icisiun tit,corpowations.
No more than three corporate otlicers per corporation or limited liabilitt, compam lnrmbers arc
iUu%ted to he e•,crnpl. l onstruclion escntplions are salid lir ;r Mitij rd'nw }cats or until a
�tluntai% ic%malkw i,Iited of the cMrml+liau s rctrrked bN lltc Dit kion
Yom cimli actot ,rcquesting a permit wider Ihr,worl.ers'conlpcnwuon ewnrplion;11141 ha,i1Ca IIItt4IeiI5!l"Mal he or he%till not use
dae labor,part-time onlito`ees ire ulwonitaeturs for-.our pruj%el.The coi Mactol has pro\idcd an aflidas it mating that hk or she spill
be elle.,nh rcr5on allowed to work ort your project In ureic eireuntslanees,Alianli Shores Pillage drtes not rctluirc scriliealiun of
workers'compen:;ation insurance eoserage from the contractor's compaim tot day labor.part-time cmptoNees or subcontractor:.
BN SIG?sl\(, 13rl-OW" Y01: A(KVC)WI ED61-- IHA1 YOU HAVE REAL) 1HIS Nt)II(J. AND l Nl-11-RSTAM) Illi
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( a 4s - - --ssj is pLrsonally 1, peso to r c or fats produced
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•' PAY COMMISSION#FFI)16676
r EXPIR:S M3Y y.G017
-0153 Florid.Notan,service.com
' Fences Good Side Out. The vertical and horizontal
supporting members of a fence shall face the
interior of'the plot on which the fence is located
and the finished side shall face the adjoining
IW OF awl I B61 INiR@
1355 N.W.97th AVE SUITE 200 �g gq 0 SURVEY No. 95.0002777.6
FLORIDA
TELEPHONE r=)264.2660
FAX:(305)264.0229
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LAND SURVEYORS SHEET No. z OF 2
4 / BOUNDARY SURVEY
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FIP V2" FIP 314' ' }.LP 314'
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MIAM` 1,FL 33172 Nova Surveyors, Inc. SURVEY NO 95-0002777-6
TEILE
TELEPHONE:(308)260-2800
FAX:(308)264-02n
DRAWN BY:A.A. LAND SURVEYORS SHEET NO OF 2
SURVEY OF LOT 18 AND E 112 OF LOT 17,BLOCK 9,OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO.1,ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 70,OF THE PUBLIC RECORDS _MUAML-D
Fences Good Side Out. The vertical r 1 rurn_oraal
supporting members of a fence s7all face the
PROPERTY ADDRESS: 55 NE 99 ST,MIAMI SHORES,FL 33138 interior of the plot on Which the fer is IOcated
FOR: CLAUDIA OLASO and the finished side shall face ti.e =d!oining
LOCATION SKETCH Scale 1?I2t y abutting right-of-way.
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ABBREVIATION AND MEANING LEGEND TYPICAL •••••
Y
• • •••• •••• •
A=ARC FNIR=FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL —OH—OVERH&B UTATY LINES •• • •
AIC=AIR CONDITIONER PAD PROGRAM RGE.=RANGE • • •
AE.=ANCHOR EASEMENT IN.BEG.=INGRESS AND EGRESS R.P.=RADIUS POINT C.B.S.• WAi•(•BWI
•• *000 •AIR=ALUMINIUM ROOF EASEMENT
R.O.E.=ROOF OVERHANG , C L Fg•G� IA DNK FENCE • •
AIS=ALUMINIUM SHED L.F.E.=LOWEST FLOOR ELEVATION EASEMENT
AS AIS
=ASPHALT L.M.E.=LAKE MAINTENANCE EASEMENT RlW=RIGHT-OF-WAY **at ••••
-0-0- LF•=IRON FWNCE •••• •
B.C.=BLOCK CORNER L.P.=LIGHT POLE SEC.=SECTION ! • •
B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.#6044 -ir-,•t W.F.A01)FENCE ***o
••••
B.M.=BE MARK WH=MANHOLE SWK=SIDEWALK •••••• •
B.O.B.=BASIS OF BEARINGS N.A.P.=NOT A PART OF T=TANGENT •OPD =MUST ELEVAiIONSP•o � ••••
C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP •• •• •• • *0000
C.B.=CATCH BASIN DATUM U.E.=UTILITY EASEMENT •
C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE •••••• • •
CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER SURVEYOR'S NOTES
CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF 1)IF SHOWNISEARINGS ARE RE AN AN ASS&&§••
CL=CLEAR O/S=OFFSET W.S.=WOOD SHED MERIDIAN,B`�SAID PEAT IN THE 1lIItTIbN OF
C.LF.=CHAIN LINK FENCE OVH.=OVERHANG PROPERTY.IN NOT•TH§N BEARINGS ARE REFERREEW00•-
C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK X=ANGLE COUNTY,TOWNSHIP MAPS. •••• -
EASEMENTS P.C.=POINT OF CURVE A=CENTRAL ANGLE 2)THIS IS A SPECIFIC PURPOSE SURVSN. •
CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE 3)THE CLOSURE IN THE BOUNDAR$1SURVlY IS ABOVE
C.P.=CONCRETE PORCH PL.=PLANTER C =CENTER LINE 1:7500 FT.
C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND =MONUMENT LINE 4)IF SHOWN,ELEVATIONS ARE REFERRED TO
D.E.-DRAINAGE EASEMENT SURVEYOR MIAMI-DADE COUNTY.
D.M.E.-DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING ALL ELEVATIONS SHOWN ARE REFERRED TO
EASEMENTS P.O.C..=POINT OF COMMENCEMENT NATIONAL GEODETIC VERTICAL DATUM OF 1929
DRIVE=DRIVEWAY P.P.=POWER POLE MIAMI DADE COUNTY BAW N-568
ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB LOCATOR#3100 SW;
E.T.P.=ELECTRIC TRANSFORMER PAD P.R.C.-POINT OF REVERSE CURVE ELEVATION 9.65 FEET OF N.G.V.D.OF 1929
F.F.E.=FINISHED FLOOR ELEVATION PRM=PERMANENT REFEIZENCE
F.H.=FIRE HYDRANT MONUMENT 1
F.I.P.=FOUND IRON PIPE PT.=POINT OF TANGENCY SURVEYOR'S CERTIFICATION
F.I.R.-FOUND IRON ROD PVMT.-PAVEMENT
F.N.=FOUND NAIL PWY=.PARKWAY I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF
F.N.D.=FOUND NAIL&DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY
SURVEYED nryD DRAWN UNDER MY SUPERVISION,
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY i-SUR I COMPLIES WI H THE MINIMUM TECHNICAL STANDARDS
AS SET FOR BY THE FLORIDA BOARD OF
- THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-0,
- THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING.AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027,
USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES.
- EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS.IF ANY,
AFFECTING THE PROPERTY.THIS SURVEY IS SUSPECTDEDICATIONS,LIMITATIONS.GRINS,RESTRICTIONS,RESERVATIONS
OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONSS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY.
BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN
THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. fy_� �//
EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. BY. (^p [((�
- THE TERM"ENCROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. W)
-ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE
FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO
AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534
FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL
FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
- THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR).
MrQ9nN TWr PFDTICIPATC MCC MnT CVTCMn Tn AAIV I I[IMAUCn n-
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ID DESCRIPTION SIZE REMARKS C'
oBD Board 718"x 11.3"or 6" Tongue and Groove Board ^S
6'-0"Center to Center iv GF Gate Frame 2"x6" - C� CO
Post Spacing N HR HI Hinge Self o o
HR Horizontal Rail Tx7"a1-117x 5101 Ribbed Horizontal Rail - mid
p " `JI
LP Line Post 5"x 5 0.150 Wall
r i - - I PC Post Cap Fit to Post o
PC - PF Post Footing 12"0 x 24" 2,500 psi concrete
2
21
HR RE Recess 1-112" Top and bottom of Gate V ,0
LP UC U Channel 70 �
BD
co °
CL
Mc GENERAL NOTES (Design): '� m
• Design(Decorative barrier at grade)complies with the requirements of the FBC 2014,5th rr o
Edition&ASCE 7-10,Vult=115 MPH(Category I,3 second gust),Exposure C. F �,
rn ip Qr • LIMITATIONS:Gate shall be securely locked in place during High Velocity Wind Events>75 , o 0
-0 a
Zo cc mph. t
• The design of this fence is to be used for perimeter enclosure of spaces at grade only and shall °'
not be used for applications that require safety rails or barriers.
Xa No changes are allowed without written authorization from the Architect.
(n • All exposed visible ends shall be provided with caps or covers.
All rails shall be notched twice on each side. CU
Grade • Vertical members shall remain continuous for the full height of each leaf of the gate. U
• All U Channels shall be attached to the posts using one of these options: Co h
- _ 1. #10x3/4"Stainless screws @ 18"o.c.(Maximum) n- Q
2. Clear PVC Cement full length
3. Structural Silicone full length E
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GENERAL NOTES (Installation):
Drawing# w • POST @ GRADE:Anchored in 12"x 24"(2,500 psi)concrete.
6 Fence Elevation Fences Good Side Out, The vertical and horizontal
Scale: 112"=1'-0" i tubers of a fence shall face the GENERAL NOTES (Materials): 0.00
interior e lot on which •
d side shall f PVC: � � 0000 .. ..
lot Oran a0S the • All PVC extrusions shall be made of PVC Resin ASTM 1784 unless notedoth0 e. Flex I '
y abutt n right-of-way, adjomin .• ""� •�"��•• •
6'0' -Ad;ustable Self-Closing Hinge Strength=9,700 psi.
Maximum with Self-tapping#10 x 3/4" CONCRETE: •••:•• '• 004000• •••
PC LA Hex Head Screws • All concrete used for footings or post grout shall reach a compressive strdhtfh dt'2,500 psi ;• ••: -
io :: within 7 days. •••• ••• • •
Hine Detail 0 SOIL: '0000' 'Goo ' •• •••
_ _ _ 1 _ _ • All surrounding sail used for structural installation purposes shall be well cp9W6p; ld by • . • 0*1100
mechanical means to optimal density and shall be free of deleterious or orpg%eaterials".••' ; �o •••
FASTENERS&ACCESSORIES: ER •
BD - Auiomatic Latch with • All fasteners shall be A300 non-magnetic alloy,stainless steel,or other corrosion Yesistant • ••
Sel`-tapping#10 x 3/4" 0 be
material unless specified otherwise. ;•.• CU• •
GF • Any hinge or latch shall be of structural quality molded polymers or or zin�coaA,fnetal olid �:. • :
He;:Heed Screws •• • ••• c• •
_ m shall be Installed in accordance with manufacturers recommendations.
RE -- Latch Detail o Fri ase around pools latch height must . Drop rod may be pipe style or pre manufactured style. •••• (D
pti n - a. 0 be 54"minimum and be self-closing c a
UC ate Fences Good Sid ui
orizontal .C9 .0
o upporting members Of a fence shall face the s
PF a NOTE: interior of the plot on which the fence is locate > U
` -- — and the finished side shall face the adjoining
.. All Hardware is Powder lot Or any abutting right-of-way, f g
cc cu Coated or Stainless Steel
rade Drop Rod Detail Cn
Double Gate Option 1/2"3 Center Drop Rod&Guide BD .�
with Self-tapping#10 x 3/4" Q� Q
Hex Head Screws ILL
LattlC@ SeCtlOn 06 Co
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\�<\ tL Not to Scale
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Drawing# Gate Details Drawing#[1� Hardware Details Drawing# Component Schedule and General Notes
3 Scale: 1/2"=1'-0" (Typical-Single or Double) Scale: 1"=1'-0" (Typical) Scale: Not to Scale. FP1 .o