FW-13-1737 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-196375 Permit Number: FW-8-13-1737
Scheduled Inspection Date:August 23,2013 Permit Type: Fence/Wall
Inspector: Rodriguez,Jorge
Inspection Type: Final.
Owner: , B&L REALTY HOLDINGS LLC Work Classification: Iron/Ornamental
Job Address:395 NE 97 Street
Miami Shores, FL 33138-2405 Phone Number
Parcel Number 1132060135800
Project: <NONE>
Contractor: ABBA FENCES CORP
Building Department Comments
42'ALUMINUM PICKET FENCE 5' HIGH WITH 3 GATES infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed V9
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 22,2013 For Inspections please call: (305)762-4949 page 17 of 23
t f
C Miami Shores Village
S1 j -?
Buildin De artment �r c' a
10050 N.E.2nd Avenue,Miami Shores,Florida 33131--'1°
Tel:(305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20
BUILDING Permit No. �l) /-°�
PERMIT APPLICATION Master Permit No.-W / f 43 /3 °
Permit Type: BUILDING ROOFING
JOB ADDRESS:
City: Miami Shores County:_ Miami Dade —Zip: l 38
Folio/Parcel#: 20 6 ,0( —S-3400
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): '���— � R '00 lD j�,M, CLf Phone#: &30 ) el
Address:
City: t State: Zip: -5 3 1 2, 2
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: 06A Phone#:
) 40
303-56
Address: 1232.0 N W Q Oro C T—
City: W State: L Zi : 3 31
Qualifier Name: 6�(�� �� Phone#: 5 ,7-5
State Certification or Registration#: Certificate of of Competency#: 068-S OV's D
Contact Phone#: Email Address:A- � C&J
DESIGNER:Architect/Engineer: "® Phone#:
Value of Work for this Permit:$_ (e/Linear Footage of Work:
4,2.,l
Type of Work: ❑Addition UAlteration/� ONew ❑Ra eplac ODemo on
/ �v�/N vDescription of Work: 4�
Color thru file:
m���x*xxxmxxxxxxxxxx�x*xmxx*x*�xxmm Fee :,�mxxxx��mxxx��x�xx��xx���x��*��xx�������x�
Submittal Fee$ °0 Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE
a Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City 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 ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 st inspection Lich occurs seven (7) days after the building permit is issued. the absence of such posted notice, the
inspection ill not b a roved and a reinspection fee will be charged.
Signature Signature
caner or Agent o
The foregoing nstrument was acknowledged before me this The foreg 'n trument was acknowledged before me thi
day of —� ,20 13 ,by `W day of ,20 13) / � 6�� ,
who i ersonall known to a or who has produced who i e sonally known me r wh has pro ed
As identification and who did take an oath. as ide tion a d wh did ke an oath.
NOTARY UB C: NOTARY PUB
Sign: Vu , Sign:
Pri nt• ® e a Print
�P ION#
My Commission Expires ai►1 ey ®��OJ[ �,� My Com ;Juae05,2{}17
i•
MY COMMISSION#EEQQQQ7 `
° '' EXPIRES October 01,2014
xx�xxx��xxxxs<xx*�xxx 'gyp
APPROVED BY Plans Examiner � Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
INC.JOHN IBARRA & ASSOCIATES, aw
Professional L. Mappers
R 777 N.W.72nd A !V, E Sul 302 ,M1 tRIDA 33126
TELEPHONE:1 0 00 F :( ffi'2262-0401
1�l6IVW.1 U OR Om
l vhin�tJYl �i
MAP C?F VL1r -
395 NE 95T5,FL 33138 AU 2013
1 I B.C. -
F.I.P.112"
r' NO CAP
LOT-2 I. .'
BLOCK-42 LOT-I BLOCK-42 I C I
I` S
cn 11'ASPHAL WALLEY(N.A.P.) °{
F.N. i PVMT. F.I.P.112"
c
NO ID I a NO CAP �I I
78.69 �r
25.0
ssj
35.00'
.� � 90°11'36"
0.05'CL �' .. . p 14.62'— v�
w
;C W.SLAB.:
Q I.. l
HE EAST 2/2-
•OF 1.0•'f•23. . . . � 40. f �a
. . . . . . . . 6C?0'' q,op' 14.64' Z a
4 C.B.W.—` IL
9.95' I • .: . .'STEPS ;
k 'w r . Ci.
LU
V.
ONE STORY P LL
REMAINDER OF � RES. # 395
LOT - 23 O LOT-23 LOT-24 Cs c { V
`
BLOCK -4E Iri ;BLOCK-421 ILA ° m c u2
(N.A.P) �, BLOCK-42 irs � C6 v
A.Co o "
6'W.F. 1 x.'6.,@3 ' 20.39'
4'C.B.W.
PLANTER
10.10 • 13,�t�%
C.$ STEPS
PL F.N.D. 35.00'
0.20'CL— 4 I.F. NO ID. R=25.00''
PL CONC. Ci
a WALK M L=39.35'
1 0.35'O1S(N) o 1
OF PROP.CORNER N T=25.08'
F.I.P.112" 1�� �:/ =!1155 ,
NO CAP \ O ®=9O®I;`3 °' S
25.00 c
35.OQ'
5.GONG.SWK.
Ph. m
. . . . . . . . . . . . . . . . . . . . . . . . . . &C.
NO CAP F.I.P.112"
NO CAP
22.30'PWY j
Fences Good Sig Out #?n TES, 4
supporting melober� a� a OPERTY, M spa
interior of the pl t on w�e TE0'clyiyI INTO THE
I®t 2r any 4014119Q ri Ht-€ok P E A M OT e
PVMT. Miami Shor s Village
75'TOTALRICHT-O✓=-WAY APPROVED BY DATE
7 4.f-/
11 1 Lt 1
�,OSBbp LEGAL DESCRiPnON. SUBJECT TO CCMPLIANCE WITH Y. NGH
C;��'Pap_ THE EAST 1/2 OF LOT 23 AND ALL LOT 24,B OCK 42,AMENDED P_LAT OF MIAMI
G F SHORES SECTION ONE,ACCORDING TO TH TP1S 1"=20`
NO.6770 IN PLAT BOOK 10 AT PAGE 70,OF THE PURL - E.
® STATE OF COUNTY,FLORIDA.
- _ FIELD DATE. 02/12/2013
.•O P CER.77FICATION
®® •..tott►o...
B&L REALTY HOLDINGS,LLC JOB NO: 13-0005877-1
BUYER'S TITLE,LLC
L.B.#7806 SEAT- FIRST AMERICAN TITLE INSURANCE COMPANY SHEET. 2 OF 2
4,
JOHN IBARRA & ASSOCIATES, INC.
ar o-�essional Land Surveyors & Mappers
177 N,W.72nd AVENOF SUITF,10;1!5.WAMI,FLO-1110A 3o 2r,
TELEPHONE:(306)X62-0400 1 FAX*(300)262-0401
WWW.ISAF4RALANE)St)RVEYORS,C,�(,)"
f7TH
LOCATION SKETCH VIEW OF SUBJECT PROPERTY
SCALE mN.T.S. 395 NE 95TH STREET,MIAMI SHORES.FL 33138
A =ARC. ABBREVIATIONS
A/C =AIR CONDITIONER PAD Z.M.E.= LAME MAINTENANCE EASEMENT T.B.M.= TEMPORARY BENCHMARK A E.=ANCHOR EASEMENT , =MINUTES TSB = TRAFFIC SIGNAL BOX
A:R =ALUMINUM ROOF (M)=MEASURED DISTANCE TSP = TRAFFIC SIGNAL POLE
A.S.=ALVMINM "SHED M.B.=MAIL BOX T = TOWNSHIP
ASPH.=ASPHALT M.D.C.R.=MIAMI DADE COUNTY RECORDS UTIL.= UTILITY
B.C.=BLOCK CORNER M.E.= MAINTENANCE EASEMENT U.E.= UTILITY EASEMENT
BLDG.=BUILDING M.H.=MANHOLE U.P.= UTILITY POLL
B M.= BENCH MARK N.A.P.= NOT PART OF V.M.= WATER METER
B.0 R.=BROWARD COUNTY RECORDS NGVD = NATIONAL GEODETIC VERTICAL DATUM W.F.= WOOD FENCE
P.0'B.= BASIS OF BEARING N.T.S.= NOT TO SCALE W.P.= WOOD PORCH
(C) = CALCULATED # or NO.=NUMBER W.R.= WOOD ROOF
C.B.= CATCH BASIN OIS = OFFSET If.V.= WATER VALVE
C.B.S.= CONCRETE BLOCK STRUCTURE 0.H.= OVERHEAD =MONUMENT LINE
C.B.W.= CONCRETE BLOCK WALL O.H.L.= OVERHEAD UTILITY LINES = CENTER LINE
CH.= CHORD O.R.B.= OFFICIAL RECORDS BOOK = DELTA
CH .= CHORD BEARING O.V.H OVERHANG
CH:L.= CHORD LENGTH PVMT: PAVEMENT
C1.= CLEAR PL.= PLANTER
C.O.= CLEAN OUT P.L PROPERTY LINE LEGEND
C.L.F.= CHAIN LINK FENCE P.C.C:=POINT OF COMPOUND CURVATURE
C.M.E = CANAL MAINTENANCE EASEMENT P.C.= POINT OF CURVATURE = OVERHEAD UTILITY LIVES
CONC.= CONCRETE P.O.T.= POINT OF TANGENCY = CONCRETE BLOCK WALL
F COMMENCEMENT - = CHAIN LINK FENCE
C.V.P.= CONCRETE UTILITY POLL P.O.P.O.C�= P OINT OF C NCE
C.P = CONCRETE PORCH P,O.B.= POINT OF BEGINNING = IRON FENCE
C.S.= CONCRETE SLAB P.R.C.= POINT OF REVERSE CURVATURE - = WOOD FENCE
C.W.= CONCRETE WALK PWY = PARKWAY =EXISTING ELEVATIONS
D.E.= DRAINAGE EASEMENT P.R.M.= PERMANENT REFERENCE MONUMENT
D.M.E.= DRAINAGE MAINTENANCE EASEMENT P.I.S.=PROFESSIONAL LAND SURVEYOR
DRIVE = DRIVEWAY P.P.= POWER POLE
* = DEGREES P.P.S,= POOL PUMP SLAB SURVEYOR'S NOTES:
.1B = ELECTRIC BOX P.U.E.= PUBLIC UTILITY EASEMENT
1B
E.T.P.=ELECTRIC TRANSFORMER PAD (R)= RECORD DISTANCE 1.IFSHOWN,BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN,BYSAIDPLATINTHE
ELEV.= ELEVATION R.R.= PAIL ROAD DESCRIPTION OF THE PROPERTY,IF NOT,BEARINGS ARE THEN REFERRED To COUNTY,
?`F,7-" -111e P11.•1'1171TR r RES,= RESIDENCE TOWNSHIP MAPS.
F*H.= FIRE HYDRANT R/W= RIGHT-OF-WAY 2,THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT.
F.I.P = FOUND IRON PIPE PAD.= RADIUS OR RADIAL 3.CERTIFICATE OF AUTHORIZATION LB#7806,
F.X.R:= FOUND IRON ROD RG7.=RANGE
F.F.E.= FINISHED FLOOR ELEVATION R.O.E.= ROOF OVERHANG EASEMENT
F.N.D FOUND NAIL & DISK SEC.= SECTION
FT.== FEET STY.= STORY
FNXP.= FEDERAL NATIONAL INSURANCE PROGRAM SWK.= SIDEWALK
F.N.= FOUND NAIL S.I.P.= SET IRON PIPE
H.= HXGB OR (HEIGHT) S = SOUTH
IN.&EG.= INGRESS AND EGRESS EASEMENT S.P.= SCREENED PORCH
X.C.V.= IRRIGATION CONTROL VALVE S.V.= SEWER VALVE
L.B.= LICENSED BUSINESS 11 = SECONDS SURVEYORS CERTIFICATION.
Z.P.= LIGHT POLY T = TANGENT I HEREBY CERTIFY THIS"BOUNDARY SURVEY"OF THE PROPERTY DESCRIBED HEREON,HAS
L.F.F.= LOWEST FLOOR ELEVATION TB = T'E'LEPHONE BOOTH RECENTLY SEEN SURVEYED AND DRAWN UNDER MY SUPERVISION,AND COMPLIES WITH THE
MINIMUM TECHNICAL STANDARDS ASSET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY: LAND SURVEYORS IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027,
:
THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY FLORIDA STATUTES.
THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR
CONSTRUCTION PURPOSES.
•EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY,
AFFECTING THE PROPERTY.
THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD
LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY.
0211212013
•BOUNDARY SURVEY MEANS A DRAWING AND/ORA GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE BY.,
FIELD,COULD BE DRAWNATA SHOWN SCALE AND/OR NOT TO SCALE,THE WALLS OR FENCES MAYBE EXAGGERATED FOR CARLOSIBARRA (DATE OF FIELD WORK)
CLARITY PURPOSES.
•EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS DEPICTED OTHERIMSE.
THE TERM"ENCROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS,SETBACKS AND WILL BE RESPONSIBLE FOR SUBMITTING PROFESSIONAL LAND SURVEYOR No. 6770 STATE OF
PLOT PLANS WITH CORRECT INFORMATION FOR'APPROVAL FOR AUTHORIZATION"TO THE PROPER AUTHORITIES IN NEW
CONSTRUCTION (NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
.UNLESS OTHERWISE NOTED,THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. LICENSED SURVEYOR AND MAPPER).
PENCE OWNERSHIP NOT DETERMINED.
THIS PLAN OF SURVEY,HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON,THE CERTIFICATE REVISED ON.
DOES NOT EXTEND TO ANY UNNAMED PARTY
THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED INZONE X",
COMMUNITY 120640/PANEL 03021SUFFIXI.,DATE OF FIRM:09/11/2009 BASE FLOOD ELEVATION.NIA. REVISED ON.
THE SUBJECT PROPERTY DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA.
TITLE COMPANY
A,
Q-V I A
R
pg%f
g
eft`'s
t. it1c,
DRAWN BY.' NGH UNDERWRITER
FIELD DATE: 0211212013
NO.6770 0
STATE OF
Firs t.Amcrican
JOB NO: 13-000587-1 Title Insurance Company ipy, RI&
SHEET.' I OF L.S.#7806 SEAL
i
' FENCE EXTRUSIONS DRAWING VALID ONLY WITH ORIGINAL d FRANK L.BENNARDO,P.E.
WELDED ALUMINUM FENCE AT GRADE PE0046549
6061-T6 MINIMUM. SIGNATURE AND RAISED SEAL.VALID
EXTRUSION TOLERANCES TO BE PER FOR 500FT OF FENCING AT(1)
(NON-STRUCTURAL, DECORATIVE BARRIER,TYPICAL INSTALLATION (GROUND LEVEL ONLY) (HVHZ ONLY) INDUSTRY STANDARDS LOCATION PER SEALED DRAWING
3.000 VALID FOR(1)JOB(s)ONLY
a° PICKETS MAY RUN THRU OR STOP AT ALM ONLY WTTHRNSEDENGINNEERRSEN.
° INTERMEDIATE RAIL( <4"OPEN GAP) DECORATIVE TOPS 2.814 z
° TOP RAIL, (SHAPE MAY VARY) o
2 SEE TABLE FOR POST Z o
INTERMEDIATE SPACING REQUIREMENTS r® tt o
° a 1 3 7/8"MAX.* RAIL,TYP. POST,NP. CD 0.075 Ln uJ M z
L w W Lu o
ev
0.094 0.075 wW w="X a
NP. '�
4 °
° 2.625 z� ]U '� w �
PICKET, _ 25/8"X11/2" OUTSIDE UI a <<
DIXIE CAP 3' DIAMETER ALUMI M SLEEVE c m w o
CAP OPTION Z N D° y' rc z
q WW '4-1M > oZ
ALL WELDED 7 -T- !0 750 H°' m
,° _ CONSTRUCTION °° 0.090 0 N°-
0 0.125 0 062 �rn z
a * w Lu *WHEN USED FOR ° MIN. w z Ln
m , ' °° SPACED TO REJECT _= POOL APPLICATIONS ° *i O
° A 4"SPHERE, E z }=2.000 �` r=2.000 1 PICKET <
' 4 ° g 1x2 CHANNEL n
8 ° ° o 0 1x2"CHANNEL
2.00.0
E
a a 1.000 1
m ° °
° 3 KSI CONCRETE �--
(� 0 0.125 0 0.125 0 .062"
FOOTER IN WELL o 0 0 Lu
'9 a ° COMPACTED ° o o MIN. w w
° ° SOIL,TYP. N N -4 Z
° °
° ° ° ° 1" PICKET � (n
/ fJ
a '° a ° ° // �'�// !`/•' f�,I co�.�1/ .1 111x2"X1/8° n „ OPTION
CL ° ti�� INTERMEDIATE RAIL 2x2"x1/8 POST Z
g SPACED TO REJECTS /.��� J
g 2 BOTTOM RAIL, A 2"SPHERE* �` ��: a , Q
Q
a Lu
1 1 TYP 3"0 CORE DRILL, 3"DEEP INTO EXISTING � ��f ° ° '�m� GENERAL NOTES uw U w
3 KSI CONCRETE,AND 6" MIN. EDGE �/ ° ° L'- 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
TYP. FENCE LAYOUT DISTANCE FROM CENTER OF POST TO ANY \�: Lu 2010 FLORIDA BUILDING CODE.
E CONCRETE FACE FILLED WITH HIGH ° U) 2. DESIGN BASED ON ASCE 7-10 USING VWt=115MPH/V-d=90MPH(3 SEC GUST,UP TO 6'-0"WITHIN HVHZ), w
LL
1 (MULTIPLE OPTIONS SHOWN) / EXPOSURE'D',RISK CATEGORY I,USING THE 'OPEN SIGN METHOD'.70%OPEN USED IN CALCULATIONS. w LL
= STRENGTH, NON-SHRINK,IRON FREE, ` ° / , 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY,WITH USE LIMITED TO DECORATIVE BARRIER w
N.T.S. ELEVATION VIEW
a 1 NON-REACTIVE(4KSI MIN. ) GROUT,TYP. 6', / PURPOSES ONLY.THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR
v TYP. K- STRUCTURAL RAILINGS.
4. ALL FASTENERS TO BE #12 X V4"OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL,OR
POST FOOTER TABLE(DIA.x DEPTH): CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.IC,
F- POST SPACING SEE SPECIFICATIONS FOR ALUM.STRUCTURES-SECTION 1,THE ALUMINUM ASSOCIATION,INC.,&APPLICABLE
° TOP/INTERMEDIATE RAIL (2)%V 1TW SS TAPCONS PER 2 „- FOOTER TABLE FEDERAL,STATE,AND LOCAL CODES.
WALL MOUNT OPTION 4'-0" 4'-6- T-6"
CLIP SPACED 2"O.C. Wf 13/q" „ n " n S. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 RE BETTER,U.N.O.
N W 48 12"x25" 12"x261, 12 X28' S. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND _ � IN
2 7/8"4 EMBED INTO 3KSI CONCRETE = SHALL BE MINIMUM 1.5X THICKER_THAN ANY MEMBER EMBEDMENT.ALL EPDXY AND GROUT SHALL MEET OR EXCEED lu o
c t _ _ AND 21/2" EDGE DISTANCE FROM 60"_ 12"X28" 15"X27" 18"X27° POOL GATE PGA COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON-FREE,NON-SHRINK
AND NON-REACTIVE.
L ANY CONCRETE FACE,TYP. O 72++ 18"X27" (SEE SEPARATE 7. SURROUNDING SOILT6 BE COMPACTED TO 98%OPTIMUM DENSITY,2500 PSF MIN AND SHALL BE CLASSIFIED OR
° c
M ----- ° ENGINEERING) TOP CAP
VERIFIED BY OTHERS PRIOEZ TO CONSTRUCTION PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. LL€
um. N p p (2) #12 X%4"SMS ® 8. FOR ALUMINUM ATTACHMENTS ANCHORS SHALL BE SPACED WITH 2XDIAMETER END DISTANCE AND y
°o �-'" PER CLIP TYP. NOT APPLICABLE 2.SxDIAMETER MIN SPACING TO ADJACENT ANCHORS,UNLESS NOTED OTHERWISE, a F-
m + 9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2010 FBC SECTION 2003.8.1.4 WITH WELD z T
a FILLER ALLOYS MEETING ANsI/AWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE
WITH THE ALUMINUM DESIGN MANUAL PART I-A,TABLE 7.3.1.ALL ALUMINUM CONSTRUCTION SHALL BE IN p w , _®
d EXISTING 3KSI CONCRETE CONFORMANCE WITH THE TOLERANCES,.QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION
o EXISTING 3KSI CONCRETE PICKETS BOTTOM 2003.2 AND THE AMERICAN WELDING$OCIETYS STRUCTURAL WELDING CODE-ALUMINUM(D1.2).MINIMUM WELD IS
N HOST STRUCTURE „ CHANNEL E�
i HOST STRUCTURE 2x2x1/8 6063-T6 W THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. g $
VERIFIED BY OTHERS (VERIFIED BY OTHERS) 10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
( ) ALUMINUM ANGLE gq PQ
ELECTROLYSIS
(2)1/4110 ITW SS TAPCONS PER 11. PER FBC 424.2 17 1 8.POOL ACCESS GATES WHEN PROVIDED SHALL COMPLY WITH FBC 424.2 AND MUST BE AT m ffib=
e CLIP SPACED 2"O.C.Wf S3/4" (2) #12 X 3/q'SMS LEAST 48 ABOVEkGRADE&EQUIPPED WITH'A SELF CLOSING,SELF LATCHING LOCKING DEVICE NOT LESS THAN 54" a
SHE
n PER CLIP TYP. FROM BOT OF.GATE GATE MUST OPEN OUTWARD AWAY FROM POOL&MUST HAVE NO OPENING>1/2"WITHIN I �
EMBED INTO 3KSI CONCRETE c
c OF RELEASE MECHANISM w l-
� F
u-
No
d` o o _ AND 21/2" EDGE DISTANCE FROM 12. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. Z '
ANY CONCRETE FACE,TYP. - -__RAIL 13. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION
COPYRIGHTFRANKLBENNARDOP.E
FV ,e BY CONTRACTOR,et aL INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING
2 r 1" 2 #12 x%q"SMS CONN TO LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,CONSTRUCTION 00-MPS10-601
( ) PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS SCALE: 01
PER CLIP,TYP. STRUCTURE OR END PLAN. �-
s POST 14. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE.INFORMATION CONTAINED PAGE DESCRIPTION:
BOTTOM RAIL ALT.TOP AND BOTTOM HEREIN IS BASED ON CONTRACTOR-SUPPLIED DATA AND MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE
EE WALL MOUNT OPTION WALL MOUNT OPTION EXISTING STRUCTURE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
i DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY
SLIGHTLY,BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.WORK SHALL BE FIELD VERIFIED BY F,
o OTHERS PRIOR TO CONSTRUCTION.ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO u
' 2 WALL MOUNT DETAIL 3 POOL AP P LI CATI C'N DETAIL REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF
a EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.ALTERATIONS OR ADDITIONS
1 N.T.S. SECTION VIEW 1 N.T.S. PLAN VIEW TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.
15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
o