HomeMy WebLinkAboutMechanical Aluminium Fence & Gate Master PlansMECHANICAL ALUMINUM FENCE AT GRADF
(NON-STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY).(HVH2 ONLY)
PICKETS MAYRUN THRII OR STOP AT
TOP FLAIL, TYP. INTERMEDIATE RAIL ( < 4' OPEN GAP)
SEE TABLE FOR POST
I 2 TNT
ERMEDIATEI SPACING REQUtREMCN'
1 3 %/B' MAX. 1 I � MIL, TYP. AILw
it ...��...
t
-17
SPACED TO REJECT
BOTTOM MIL, I - 2 A 2' SPHERES
1-3"0 CORE DRILL, 3- DEEP INTO EXISTING
3 KSI CONCRETE, AND 6" MIN. EDGE 6•'�
TYP. FENCE 1 LAYOUT DISTANCE FROM CENTER OF POST TO ANY T
(MULTIPLE OPTIONS SHOWN) YP
CONCRETE FACE FILLED WITH HIGH
NZ.S. ELEVATION VIEW NOWRETFI, VE (4K I MItI IRON FREE,
1 NON -REACTIVE (41(SI Mlff.) GROUT, TYP.
(2) %"0 ITW SS TAPCONS PER POST FOOTER TABLE (DIA. X DEPTH):,
CLIP SPACED 2' O,C, W'/ 13'" _ .._._ POST SPACING
EMBED INTO 3KSI CONCRETE ,U', 4 0
TOP/INTERMEDIATE RAIL ml - !
BRACKET AND 2j;" EDGE UIS fANCE FROM = I 48" 12 x25 12 x26 12 x2B"I
ANY CONCRETE FACE, TYP. 60' 12 x2B° 15'x27" 18"X27"
12 7/B' 1 /1-1 OR_. _ _ _ p: _._.. _.
9.3
O0111
(2jF12x Y'GM$INTO POST, _��=�' 72` IB"x27����___
TYP. NOT APPLICABLE
/' NOTE: FOOTERS DESIGNED PER FBC
~ �� (2)&12 x3/a"SMS 1819.7
EXISTING 3KSI CONCRETE PER CLIP, TYP. EXISTING 3KSI CONCRETE
MOST STRUCTURE N HOST STRUCTURE
(VERIFIED BY OTHERS) (VERIFIED BY OTHERS) % 2x2x1/B° 6063-76
OR OR ALUMINUM ANGLE
6061-T6 ALUMINUM4 POST 6061-T6 ALUMINUM POST
2' #12 x SMS
2 - IT1V SS TAP PF.R
( a
/ 0
/ PER CLIP TYP.
3 "
CLIP SPACED 2" O.C. W 1/
/ a I
v F EMBED 3KSI CONCR.TF.
RAN. AND 2'$" EDGE DISTANCE FROM S/ ` BAIL
�-I ANY CONCRETE FACE, TYP.
21 /IIII„f GR I
/ (2)#12 x 3:1" SMS INTO --L' .t
(2) # 12 x %" SMS J ALUMINUM? POST, TYP, ALT. TOP AND BOTTOM
PER CLIP, TYP. BOTTOM RAIL BRACKET OPTION_
CHANNEL BRACKET
FENCE EXTRUSIONS SIGNATURE AN)
RAISED SEAL, VALID — `.
6061-T6 MINIMUM FUR 50DFi OF FENCING.A' (1)
LOCATION P I) SEALED DRAWING ~'j-,j,
EXTRUSION TOLERANCES TO BE PER J� J /?�
INDUSTRY STANDARDS vaun cne'i1�om.-r
-DECORATIVE TOPS
(SHAPE MAY VARY)
1 75p•!-
POST, TYP.
o
0.070
-
m
O.D40
_!_
t-1.795—{ 3/4- PICKET HR-13
PICKET, TYP.
INTERMCOIATE/BOTTOFI CHANNEL
HR-3 &SNAP PLATE HR-2
1-1.000 -!
0
lF2
WHEN USED FOR
_I-1.625-1
T
POOL APPLICATIONS
o
0
-0.044
75% OPEN WIND DESIGN REQUIREMENTS:
MIN. POST HEIGHT
.1_
V PICKET HR-S
48"
POST: HR-4 OR HR-4A
BOTTOM CHANNEL HR-12
s =
TOP CAP. HR-1 OR HR-10
INTERMEDIATE RAIL: NONE
(L... _0.050
q 0.065
L_
s
BOTTOM MIL: HR-12
f—Y 020—j
1.79S {
0 o
PICKET: HR-13 SPACED TO REJECT 4"
SPHERE
SNAP PLATE HR-11
SNAP PIATE'HR.2
_ I-1.000-J
jI t 2.500
('3 KSI CONCRETE
IFOOTER IN WELL o 0.125 1n
COMPARED a 0.058
SOIL CT
�� • I TOP CAP HR-1 &
. ; I Mx2'x1/a" SNAP PLATE HR-2
/j tSEE FOOTER ! TNTF.RFDIATE RAIL
NOTE
y
!.
SEE
FOOTER TABIF
POOL GATE POST
(SEE SEPAMTE-
- -
ENGINEERING) TOP CAP
� PICKETS BOT OM'
CHANNEL
V�
8
POOL
��
CONNECT TO
STRUCTURE OR END
°
\F.
POST
EXISTING STRUCTURE
zeRAIL MOUNT DETAIL 3 POOL APPLICATION LAYOUT
1 N.T.S. SECTIONVIEW 1 N.T.S. PI AN VIEW
1 - 2.000 -�
0.066
N
SNAP POST H11-4 &
SMAP PLATEHR-2
0.097-
SNAP POST HR-4A & SNAP PLATE
HR-2 (PERMIT TIED ONLY FOR POST
HEIGHTS UP TO 48")
2.466
m
N 1 0052 _
TOP CAP HR-10 &
SNAP PLATE HR-11
GENERAL NOTES
1. THISSYSTEN HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
]nt{1 FLORIDA BUILDING CODE.
1•f EC ST UP O W-D- 'RTHIN'HVHI 2,
EXPOSURE
BASED IS ASCF.7 LOUSING N IISOPE S M PH .S GU T 1
DESIGN
I ).
LHIS PENCE
Dr R!GA CATEGORY0 CASING THE 'OPEN SIGN METHOD', USE OPEN USED IN CALCULATIONS.
7. THIS FEES ONLY. ON S BE FENCE S U G OARID VILM)L UR PlC tl ONLY, WITH USE G ELEVATEDD TO BALCONIES
OR
PURPOSES ONLY. THIS FENCE IS NUT INTERUEU IU F1Et1 CODES GOVERNING ELEVATED BALCONIES Ok
STRUCTURAL RAILirIGS,
4, ALL FASIEP PLATED
BE 017 OTHERWISE OR CORROSITEkON
2ES; TA T M SERIES 303 ANDS ALL C 4PLYTIC WITH
SC -SS STEH., CA
CPECIfI A PLATED OR ALUM. STRUCTURES
CU RS-SE -SECTION
1, Tilt
MATERIAL AND SHALL C011PLY 1'lITH S,ICAB
FEDLRAWSIAINS FOR M.UPI, CEDES,V REG •SECT10t1 1, TIIC AWFIfNUFI AGSOCIA'f1Of1,INC„ GAPPLICABLE
f EL EXT EXTRUDED
Er AND WL'ALCLL BE
S.
ALL EXTRUDED SHALL BE SMALL K D GNLNUFI H A HIN PE 6961-TCOMPRESSIVE BETTER, ENGT
ALL CDNCRENT SHALLSX THICKER TD N AN WIT{ A REMBEDEN.ALI.EPO Y ANnGTI OF.100I PSI U.ET OR ,ND
XCE
GHALLBE MINI ] R ]GTH OF THE
OR ANY MEMBER EMBEDMENT. ALE. EPDXY ANn GROUT SHAH. EXCEED
CONCRE' VE STRENGTH OFTNECONCOETF AM1O SH.tLC BE IRON -FREE, hOF.-Sf1RIN%'AND NON -REACTIVE.
CONCRET NOTE:
FOR
HV4Z A FLICAl IONS{O lib F FOOTE SHAH IxTURE BELOW
TEE
7. SURROUFCOIER NINGSOITOBECOMPACETO9B1bF FTHIJRSIWLLEE 618E OY GMPE - --
° OP F' DES 5HA PST MITI AND SARI BE CLASSIFIED OR
8. SURROUNDING SOIL TO DE COMPACTED i09B.b TI IJ:I DENSITY, I
VERIFIED NUM A TA RADA TO CONSTRUCTION PER FOC ITA6.2 AND SNAIL BE SANDY DARNEL CLASS ONLY.
9. FORDIAN TCRIB TAEHi1NGTOFWS LAtCHORSCEMA OIORS,HALL ESPAC NLESS WITH OTHER EiER END DISTANCE AND
TORS UNLESS NOTED OTHERWISE 7.SxPiAt{CT[R FUN{SPACING TO ADIACEMANO N I T 0
10. TNECONTMROR IS RESPONSIBLE TO IhSUTATE ALL MEMBERS FROFI DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS,
34 PER
FO 4.2.17.1.8•POOL GAIYSEPROVIDEDSHALLC l. L YITH NBC AND MUST BEAT
AST46-ABOVE GAP.F PED WITH A SELF CLOSING, SELF LATCHING LOCKING DEVICENOT THAN
FROMO OFGATE. GATE MUST OPEN OUTVARDAYlAYF0.0M POOLB FiJiI4AJENDOFEIING11/7'WITI4 IS -
OF ELEASE l. GROUND, M.
13. EIEC.TRI R SAL AFF X D HE REQETOV RED,VALIDATES
TO Be DESIGNED A INSTADESIGN
AS BY OTHONL
E. E VALIDATESSTRUCTURALSSTHIS EN WEER F N ALLY, USE OF -IAGES INCLUDING
13. ENGINEER SEAT AFFIX HERETO HNS
BY AL FEE & AP It. PL FEES RESES I SAVESHARMLESSMATERIAL
AT RIATHIS ENGINEER FOR ALL COST IC DAMAGES INCLUDING
LEGAL FEES 4 APPELLATE WHICH
0. IS SANG FROM By LOCAL,
STATE,
, lICIN,IN FED RAL EIACO ES & FR N, CONSTRUCTION
PRACTICES BEYOND 71L1T WHICH IS GAITED FOR tlY LOCAL, STATE, IN FEDERAL CODES E FROFI DEVIATIONS OF TH:S
PLAN,
14, iH15 OOCU11EN1 IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE, IN"OMEATION COMAiNED
HEREIN IS BASED ON C041RACTOC.-SUPPLIEO DATA AHD MEASUREI{ENTS, ENGINEERING EXPRESS SMALL IIUI tl=
HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
011•IEHSIONS ARE SHOWN TO ILLUSYRA'TE OESMN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
SLIGI ITLY, BUT NUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN, WORK SHALL BE FIELD VERIFIED BY
OTHERS PRIOR TO CONSTRUCTION, ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVAWATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF
EXISTING FIELD CONDITIONS AND PABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS ORADDITIONS
TOMBS DOCUMENT ARE NOT FFRIIIWFO AND INVALIDATE OUR CERTIFICATION.
15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIMLATIONS ARE IRTENDED.
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II
MECHANICAL ALUMINUM GATE AT GRADE
(NON-STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY) (HVHZ.ONLY)
INTERMEDIATE -� _ SEE TABLE FOR POST _ •PICKETS MAY RUN THRU
RAIL TYP. -SPACING REQUIREMENTS OR STOP AT INTERMEDIATE
PICKET, ATTACH W/ *3%B" MAX, RAIL L < 4 OPEN GAP)
(1) 1112 SMS AT'C-ACFI Al
CONN POINT, TY 4 P E � -SELF-CLOSING,
SEIF-LATCHING
EXISTING BARRIER. LOCKING DEVICE
OR FENCE I 54" MIN. ABOVE
(PER SEPERATE 1� I�GRACE (SEENOTES)
ENGINEERING)
it s
w
WHEN USED FOR
STRUCTURAL(;" *SPACED TO REJECT ; i; I' 'I i = z POOL APPLICATIONS
ALUM HINGE W/ ;I I
(2) A IA SMS PER
A 4' SPHERE NOTE: GATE TO REMAIN IN
CONNECTION TO �' �' I a -� SECURED POSITION DURING
�" WINDSTORM EVENTS >75MPH
POST AND GATE
FRAME f, J 1, I II SUSTAINED
t POST TYP I
I I I I GATE FRAME, ! EXISTING BARRIER.
EXISTING 3 KSI ii TYP. OR FENCE
CONCRETE- @- - - + .F (PER SEPERATE
(VERIFIED BY s ENGINEERING)
OTHERS) (I if%�/ - ��Y'
3 KSI CONCRETE TOOTER
Y�\���
G3
3"CORE DRILL 3 IN WEL COMPACTED SOIL,
DEEP INTO SPACED TO �\ ���� q m. , TYP.
EXISTING 3 KSI CONCRETE �r�Nf
AND G MIN EDGE DISTANCE A 22 SPHERE \-\ ' u Ft7 SEE FOOTER NOTE
FROM CENTER OF POST TO ANY 6„I \ • - • L� / 'POST FOOTER TABLE (DIA. x DEPTH):
CONCRETE FACE FILLED WITH "o GATE OPENING
'EJ
HIGH STRENGTH, NON -SHRINK, �' � �\ {/ �+ i .
IRON FREE, NON -REACTIVE SCE I 4'-0' 4'-6" 5'-fi"
(4KSf MIN.) GROUT, TYP. F OTCR TAB �E = 48" 12"x25 117"x271 ! 12"x28'
a18'x27" J
1 SINGLE LEAF SWING GATE %fl//ff NOT APPLICABLE
N T S ELEVATION VIEW NOTE: FOOTERS DESIGNED PER FBC 1819.7
1 ...
INTERMEDIATE _SEE DOUBLE LEAF TABLE FOR POST
4SELF-CLOSING, RAIL, TYP. SPACING REQUIREMENTS
SELF LATCHING _�EQ. t EQ.
LOCKING DEVICE -�
54" MIN. ABOVE I '
GRADE (SEE NOTES) )� 4
P1CKL"T,
(1) *12 SMS AT EACH-'-(--'
CONN POINT, TYP,
STRUCTURAL)"- 141
ALUM HINGE W/
(2) M 14 SMS PER
CONNECTION TO i !
POST AND GATE 1
FRAME £ PO
EXISTING 3 KSI
CONCRETE
(VERIFIED BY
OTHERS) _ ..
3" A CORE DRILL, 3" DEEP r*SPACED TO I
y
INTO EXISTING 3 KSI J REJECT
1 3 KSI CONCRETE �.
CONCRETE, AND G" MIN. EDGE A 2' SPHERE
FOOTER IN WEL
DISTANCE FROM CENTER OF
COMPACTED SOIL,
TYP. 6
POST TO ANY CONCRETE FACE
'
TYP
FILLED WITH HIGH STRENGTH,
NON -SHRINK, IRON FREE;
NON -REACTIVE (4KSf MIN,)
GROUT, TYP.
z DOUBLE LEAF
SWING GATE
1 N.T.S.
ELEVATION VIEW
MRAD ERMED�TT
RAIL f40UNT
(I) 414 x 1" SMS
INTO SCREW
BOSS, TYP.
2x2x1/S" 6063-T6
ALUMINUM ANGLE
-:(2) 912 X 34," SMS
PER CLIP, TYP.
(2)412 x 3/a" SMS J)-• RAIL
INTO ALUMINUM f•2°I
POST, TYP. ALT.INTERMEDIATE
RAIL BRACKET
3 RAIL MOUNT DETAIL
1 N.T.S. SECTION VIEW
ATTACH
ASSEMBLYTO
GATE W/ (2)
A14 SMS PER
DROP ROD
*PICKETS MAY RUN THRU CENTER
OR STOP AT INTERMEDIATE
RAIL (< 4"_OPEN GAP)
EXISTING I" SCHED40
BARRIER OR RECEIVER IN
FENCE 3KSI MIN.
(PER SEPERATE CONCRETE
ENGINEERING)
GATE EXTRUSIONS DRAWING VALID ONLY W)TH- -
60GI-Tfif+1INIFIUM. ORIGINAL SIGNATURE Fy'�!D
EXTRUSION TOLERANCES TO BE PER RAISED SEAL. VALID FOR 5��F
INDUSTRY STANDARDS OF FENCING AT (1) I.00ATIOI`
PEP, SEALED DRAWING
1-1.D00-1-1,750'1- 1-2.000--1
1.
Ci
n
10- r `-j�-0,040
0,125 �. o0
3/4' PICKET HR-13 0,066-
CJ
"1.600-1
C
1"x2"x
GATE FRA3"
ME SNAP POST HR-•1 &
0,044 SNAP PLATE HR-2
1" PICKET HR•5 I
D.05_ D� t 0.065 R U
SNAP PLATE HR-11 SNAP PLATE HR-2 —.-1 800
SNAP POST HR-4A & SNAP PLATE
HR-2 (PERMITTED ONLY FOR POST
-2.SOD-
HEIGHTS UP TO 40")
0.05E-j
----_� I
eI
N l___ 0.052- -
-j—
TOP CAP
TOP CAP HR-10 &
SNAP PLATE HR-2
SNAP PLATE HR-11
/I I 11, THIS EQN 115
NEAE DESu BASED ASE
/ -
G 0"1VIT4NHVwLE
•.
X� i
i\�y
7m OPEN USED IN CA
3. THIS GATED=SIGNTO
\
`
DECORATIVE CARRIER
COVFRNING FI FVATFD
\l�
9. ALL TASTE CAS TO DE
STAINUE OR
5STEC4
1 L
AND SHA CO:1Pl1 I'll
THE ALUMINUM ASSOC
kAll
E 1,K"I D MEMBE.
CONCRETE
Al:5ALL
ONCRE7ESHALLI
DOTER IN WELL
3000 PSI U D O ANDS
TYR
FE �\ -.1--4
DROP ROD ASSEMBLY
STRUCTURAL
t HINGE WELDED
1 T.S.N.ELEVATION VIEW
TO POST AND
tO IT GATE. FRAME
:j
* WHEN USED FOR
j1 EXISTING
BARRIER 00.
POOLAPPLICATIONS
NOTE: GATE I0 REMAIN IN
FENCE
SECURED POSITION DURING
(PER
WINDSTORM EVENTS >75MPH
F< SEPERATE
Q Ali
SUSTAINED T�
ENGINEERING)
A
v. O"F SEE FOOTER
NOTE
vM'
- _...... __ _-
DOUBT E LEAF GATE
POSTFOOTER TABLE (DMA DEPTi
,
'• �'1_ -
.?
VERA.GATEOPENING.
75Wo OPEN WIND DESIGN REOU[RBMENTS: O'"'LL-3 U 11'I
MIN. 48' POST HEIGHT W -
48 12 I. IYx2
I POST: HR-4 OR HR-4A
ITT SEE DBL TOP CAP: HR-1 OR HR-10
r x25 x26" _I
N. GO 12 x28" 115"x27" 1 II8'x2
LEAF FOOTER INTERMEDIATE RAIL: NONE
S, 72 18 x21/��
TABLEGATE FRAME: 1" x 2" x MD'
" ` -
PICKET: HR-13 SPACED TO JUST
REJECT r1�1z NOT APPLICABLE
4' SPHERE
NOTE: FOOTERS DESIGNED PER
-
- FBC 1819.7
AND $HALL BE FABIMATED IN ACCORDANCE VIIIH THE
FA MINI n1NC, CO nE.
GV,i••115PIPH/V,y 90MPH(3 SEC GUST, UP 70
RISK CATEGORY 1, USING IHE 'OPEN S:GN "MOW.
•GROUND SURFACE ONLY, WITH USE Lil DIED TU
NLY, THIS GATE IS NOT INTENDED TO MEET CGDES
OR STRUCTURAL RAILINGS.
R CHEATER 202444, I6-8 SERIES 300 NON-MAGNETIC
ATEO OR Oil IERiVISE CORROSION RESISTANT MATERIAL
:PECIFICATONG FOR ALUM• ....U.. -SECTION 1,
SAPPLICA9LE FFOEPPL.SIAIE,ANU LOCAL CODES.
FOOTERS SHALL CONTAIN PUR 0.19+ MBERPIESH ADMIXTURE PER CY.
7. TOOTER ROTE: FOR IMIZ APPLICATIONS, TOP OF TOOTER SIULLL BE 8' BELOW GRADE
8. SURROUNDING SO1L70 BECOMPACTEOTO 98416 OPTIMUM DENSM, 1530 PSF MIN AND
SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO C.ONSTRIICTION PFR FBC 1806.2
AND SHALL BE SANDY GRAVEL CLASS ONLY.
9,_
F
O
RAWI11 UMATTACHMCNTS ALLANCHORS SPALLDE SPACED IVLTHYDIAMETER END
DISTANCE AND 2.5iDIN4ET'_R TART SPACING TO AOIACET(TANOIORS UNLESS NOTED
OTFIERIVISE.
I0, 7HcCCNTRACTORISRES"ONSI8LETOTNSULA7EPiLNEf-MERSFRONDISSlMILAR
MATFAAl5 TO PREVENT ELECTROLYSIS.
11. PER FBC 424.2.17 LB! POOL ACCESS GATES 1V11EN PROVIDED SHALL COMPLY tVITH FBC
424.2 AND MUST BE AT LEAST AS- ABOVE GRACE B Eq..)IPPEO WITH A SELF CLOSIVG, SELF
LATCHING LOCKING DEVICE NOT LESS- THAN 54' FROM I BOTTOM OF GATE GATE MUST OPEN
OU I WAND AWAY FROM POOL& MUSFHAVE NO OPENING >1/2-WITHIN IB OF RELEASE
14ECH MISI I. POOL LATCH INSTALLED PER MANUFA--7URERS RECOMMENDATION AND IS
NOT INCLUDED IN THIS CERTIFICATION.
12. -ELECTRICAL GROUND, WHEN REQUIRED. TO BE OF.SICNM & IMST, At TO BY OTHERS.
13. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL D-STGN AS SHOWN ONLY. USE
OF THIS Sf ECIMI 11011 0Y CONTN.CFOR ct. At. INOCH1i11CS& SAVES HARMLESS THIS
ENGINEER FOR ALLCOST & DAMAGES INCLUDING LEGAL FEES S APPELLA C FEES
RESULTINGFROT4KATERIALFABRICA710N SYSIET4EMCTI014,CUNSlR ILUVPRALIICES
BEYOND THAT VIHICN IS CALLED FOR BY LOCAL, STATE. D FEDERAL CODES & MUCH
DEVIATIONS OF THIS PLAN,
14. THUSDOCUMEAT 15 CERE4IC AND DOES NOT. PERTAIN TO ANY SPECIFIC PROTECT SHE.
INFORMATION CONTAINED HFAEIN IS BASED ON CONTRACTOR-SUPPLTED DATA AND
I IEASUREI IEN7S. E'1GIN BERING EXPRESS SHALL NOT BEHELD RESPONSIBLE OR LIABLE :N
ANY%7AYHUR ERRONEOUS OR INACCURATE D.A7AORMEASUAEMENTS DIWNSIONSAAE
SHO YN TO ILLUSTRATE DESIGN fORCES AND OTHER DESIGN CRITERIA THEY MAY VARY
DO SITLY, BUT FIJST REPAIR WITHIN THE L1141TATIOE S SPECIFIED HEREIN, ViCkX SHALL
BE FIELD VERIFIED BY OTHERS ➢RIORTO CONSTRUCTION ENGI AERIN, FXPPFSS SHALL
BENOliFIEO AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR woAK UFOs DISCOVERY
OF ANY INACCURATE INFOR:M710N PRIOR TO MODIFICATION OF [xluT:NG FICLO
CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
AUDITIONS TO THIS DOCUMENT ARE NOT PERMUTED. AND INVADDATE OUR
CERTIFICA510N.
15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO AODITOML CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED. .
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