RC-14-1473 (2) Miami Shores Village
c� Building Department
J
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 AN 0 201
Tel:(305)795-2204 Fax:(305)756-8972 BY'
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 2010
BUILDING Master Permit No.. �Q.
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ,REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
_ CONTRACTOR DRAWINGS
JOB ADDRESS: N r
City: Miami Shores Cou6 . Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): R— Cioe— Phone#: ligs-- ?
Address: A2>94 w t✓ q�,. G4-c!je oe ar �
City: fakxaren State: VL Zip:
Tenant/Lessee Name: ?z 0A Phone#:
Email:
CONTRACTOR:Company Name: 00 N co, Phone#:
Address: AV 92 5&.
City: a n _State: F!l Zip:
Qualifier Name: t'J&4 rev- �`�� Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer:_P!F�",A[_K"ITJ(A �' jW Phone#: — 7
Address: —,k404<- J� In) !�►G'1'�'l S�Q1P City: State: A7(_Zip: *
Value of Work for this Permit:$ 01,0`111 14S ® uare/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New RRepalr/Replace ❑ Demolition
Description of Work: ►'1
CL 1, V1 ' iLL
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ c
(Revised02/24/2014)
Bonding Company's Name'(if applicable)
Bonding Company's Address
City ,meg�, 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.
J
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
15 day of ZE os mbpi ,20 14 ,by day of ,20 ,by
GI at21ES i ,A-CK, ,who is personally known to ,who is personally known to
,fie or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY P LNOTARY PUBLIC:
Sign: Sign:
,
Print: �D t-%l Print:
Seal: ,� JOS60h' Ciura Seal:
-COMMISSION#EE094M
EXPIRES: MAY 17,2015
uii•`'
www.AAR0NN0TARftM
APPROVED BY Zd "Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
t � I
� i I
NO'T'ICE OF PRODUCT CERTIFICATION
L,
Company: JELD-WEN Extgrior Doors Certification No.: NI011082
3737 Lakeport Boulevard Certification Date: 05/01/2012
Klamath Falls,OR 97601 Expiration Date: 08/31/2015
Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelites(wood frame)
Specifications Tested To: TAS 201/202x103-94
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conrormity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed - Design Water Missile Test Report Number
Configuration or or Maximum Pressure Test Impact &
Outswing Opaque Size Pos/Neg Pressure Rated Comments
X O/S Opaque 312"x 6110" +6600 10.0 psf Yes CTLA-6%W
Single Max Panel Size: 3'0"x 6'8"
Installation Details: S-2104 1.8
OX/XO O/S Door-Opaque 415"x 6110" +6600 10.0 psf Door-Yes CTIA-6%W
Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel She. 3'0"x 6'8"
Sidelite DLO:6"x 5'3"(118"Tempered Glass)
Installation Details: S-2104 1-8
OXO O/S Door-Opaque 5110"x 6110" +661-70 10.0 psf Door-Yes CTLA-696W
Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 6'8"
Stdetite DLO:6"x 5.3"(IN"Tempered Glass)
Installation Detaits: S-2104 14
XX O/S Doors-Opaque 613"x 6110" +57/-57 8.55 psf Doors-Yes CTIA-696W
Double Max Panel Size: 3'0"x 6'8"
Installation Details: S-2104 1.8 !
OXXO O/S Doors-Opaque 8111"x 6110" +57/-57 8.55 psf Door-Yes CTIA-696W
Double w/Sideiites Sidelites-Glazed Sidelites-No Max Panel Size: 31"x 6's"
Sideiite ALO:6"x 5'3"(118"Tempered Class)
- - Installation Details: &7.)N 1.8
National Accreditation&Management Institute,lac./4794 George Washington Memorial H*g wayfthyes,VA 0
Tel:(804)684-5124IFax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
�j 74.3'M&OA FRAME MWWM XW MAX.OA FRAME WO1H
JFI.ail �7 i:AN® Steel '875-M .i25• 75• .EAR Tt 1. Sam
MAX.OA
36625-MAX.IAT36'WX OLA "� 875• 36•wl a 1:�°"vAx E LWD1H
dYWY$AVIFO(Rt6'-B"iFOt�WW0EPA4W$=OV7SNM w PANEL MW 7YP PANEL WIDTH PANEL MIOTH
MFACT00C I MMMAFANG100 fB�lFES g I
® ® ® ® ic
realewrfs Lu
RWC�IYE ACTIVE 6'MAX.1.TH6 PRQDUCi 6 DEShGAfED 10 coMPLr WBH TE CI�ENT FLEA . �. � oAalaCODE MID HIGH VEUD=h/1MANE ZONE WIr REQUIR MENTS. 125
2.WOOD&=BY OTHERS,MUST BE ANCHORED PRWERtr TO TRQ4M M4VAtrID1xLOADS TO THE SIROCTI�. OA OA 63.125'
3.PRODUCT ANCHORS SHALL BE AS LISTED AAO SWED PFR A CHOR LOCATXIN h�t MAXDom.Aft EMBE0MENT TO BASE MATERUI.SHALL BE WALL OA4.SEE WILE I ON DRESSING ORS THIS.SHE T FOR DESIGN PRESSURE RATI GS. 0 D.L.O.
81MAAX 25 8ANX, HEIGHT
5 THIS PROOUCT�RE WATER lff0t llS FOR IM,Z-20MM SLE OA ! OATHE OESCAI PRESSURE CHART BELOW. F1M1IE F&W
6. DOORS ARE IMPACT RATED ANO DO NOT REMARE MIAMI-QADE few HEIGHT ,g
APPROVED IMPACT RESISTANT SHUTTERS
7. MIAMI-DADS APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRED
FOR SIDEUTES
8.SOEII)ES ARE AN OPTION AND CAN BE USED I(A SIMGLE OR DOUIU x
`o
0.675' 0.75- a675' WWT(QXQ)WA At�t-NPACT Nilo ] La
RESIFROM EKFERIOR
DENr1Al nBIXAT7�ST�'I.00OR ICoimxma M4mreoonndJmsl � $
COMPONBJTlX1NSTRLX TigJS 37.75'MAX.OA v�tYm FROM ExrErrtUNIT .875. 10r WX OA FRAME 110TH
Face saeels:24 ga.(0.0201 mk*man MrKwm%G*w&ed Stead A-525 � FRAME WIDTH � .125- �OR� i FRA�1OTM
coremeraol quality-MW Per ASTM 620 wIh average ffx m m pW 3&625•WX OA )y
sLmo88r Fy(ave.)m24.600 PSL ,875•TV r36'MU.OA PANEL WIN 38'MAX as 14•MAX.OAPANE $
D.
Care design:b"nded potystyrme with 1.0 to 1.25 Ou./d dendty,by I 'WIDTH T W/ASIRAGAI. PANEL WIDTH i .4 f,
PAt(EL It�TN � m
JELD-
24GOL(0 LNC .The active and he fa lime are comitructedbottoms
from
24GA(0.020-min.)goAmited steel.The roes sheet tops and botfarns are 6.MAX
gl
bard 80'over the top and bottom rme.The top LYL mil measures 1.67'
.Me x 1.042•high.The steal bottom rag is ran formed 0.021'yalvm6ted K4CME ACTIVE TMO. ffi
steel measwi W 1.6r vide x 121'h WL The sides d tie face sheet am W. b,
.41
rag famed onto the LVL WO she ad Poderaao Pas hinge std which WX WX
mwwre 1.6r x 1.0.The interior=Wty is filed with p.0tyrere. The OA OA
(ace sleets aro cued to the paovme. PANEL PANEL 63.125- o
Fined lace Caret.:The sash is constructed from 24M(0.020'mh)90metad HMO HE1GFhT OSA A>i
ow Lx:77/I6*
d Wsted The ail.the stdef a poele are routed to receive t Lite 81.2V of the low sheet ore bw W am ft P**vne cam6 81.25' 9 010.
J
r the optional Tmtity Light Frmnes.(See sled 7 far g ^9 YAX YAX HEIGHTThe me Gores am waled w/OSD i comporad an tie OA ® GA FRAME FRAMEtruda-The tronas oro tonslruded ham PoWwm Pbe jmMs HENT How
measuring
4.5625*doep.The door and sWoW head jambs
sadl and buf.25'wide xpiaed to the We jamM aid aamdW wild( 6GA16-cram vire staples.The arch use a atordard bump(ace PmMw
meowing 4.041'deep x 1.0-nigh.The threshold Is attar ed toe with 3 IWA 2'x 7116"am wire shasa L DOME Oursys AIRICT
►tllJplyy 1X81(MW/NON-BiPi1CT n o
TAUOFCONrM a625• 0.75- 0.673' ,�. p SIMMS wrwm nm EXfERIGa
W iamG
causF hRtaaa'ao%a UNIT(X) `�� �.•••• ,p� WL- 9-11-01
i GENERAL NOTES AND ElE1G TABLE 1: �;� O uua N.T.S.
2 VERTICAL CROSS SECBOA6 811 OF WTERKS 7 S ed
3 1tOf�011TAL SECTIONS DESIGN PRESSURE MUND-sw smSiL1WNlp1 /w� via er: JWU
4 h10R20FRM.a SECTONS NOTES �`
S A LWAIXXVS Snt1E DOOR 11�gl 01G 10.ntb) +66 p#-7D pet •?1 •>y GaC e1':$.SAFFEL,.
6 A LOGTNM6 AAO OETi11S I/80 raid M�Cf SOFUVtES std by({mere:F Naero,P E �i�c� P•'��60
7 GLAZING OEUSS 0048E OtXR LNf(JOL sol lOa OOO) lama fhhdocument rwaa B OROPS,8�. 5-2104
8 UNIT CAMS A'DX-BPAR StOBAE5 +A pet-57 pal PPro' 9 � Phanx 407-64h6�7
tu2012.OSAt/731.35-04'00' revs -won Fac 407-644-2M SHM 1 OF
i I
t C t
L'
S70
NOLL033S SSW
Al tl o � .J
t90i '1t+S'Hd "I
Ilk-1100M 80 1 1 ! g $
bi 10W W"d�11MM 531173U1S17VipV-NON !P Flllfl L l l 1 vi N
BUILDING DROPS C �• QA,91d�d3HVI LSLE s-.9 x.o drl�lararn �IOZ ,3�t z1 N
,III FL#: f JSS 8 , l SNI`N3M'0,3r NJ4MSit>a,3315 OVdo OOOM
:
A Perfect Solution In Every Drop Date: Q5/01/2012 -
CertiticateofAuthorization:29578 Report No: 2035
Installation Method x 1 1
JELD-WEN, inc. 4
Energy Saver/Contour Wood Edge Opaque Steel Outswing
a � ,,I�illllbt/ply
Door w/or w/o SidelitesA.
�o• a��N°1,,
rYP.
L_ nP.���^^� .7f't1T- j I i.� .3.00 rra __
6 TYP. 1 I1 1 I 1 I III III I I 11 I 1 6 TYP. 1 I III III I I� "p 1@ ••''•
"! n
fit o,
i�Ci S DOSS `'
SPACES ;PACES
13.85` ® t3.$5 N �6n �i – • 2Sus
^^
I — _ — ..N ..h ICDo�.—..N...�..•�-.�..�.�-�w NDN NNaV aV NVNn•'f •��1`�•`R�i°�8{gaNr"i $ .mr�a�v v'�v`�
—_I
ll - 11 it I it
–El
.Of7'(—if•- - 1.00•T, . 7.00 , • UP.
IP.i�.rS300P700G tiI NYP. a nNi Mn *
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0
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N X; N N H
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SPACE: �j � I @ 1t 54"
CS
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Hermes F.Norero,P.E. ;\\ _
Florida No.73778 0 2
Page 5 of 5 a
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�PO'N3Mbl3P "°' ° 1 f I/ 11#1 BUILDING DROPS FLIM
Date: 05/01/2012
A Perfect Solution in Every Drop Report No: 2035
Certificate of Authorization:29578
a
Installation: 1. Approved anchor types and substrates are as follows:
a
$ ..•' e
• ,. > ` •:• : Through Frame Installation:
a ,��� A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of
ao•,,,,,,,, sufficient length to achieve a minimum embedment of 1.50"into the wood substrate.
B. For concrete or masonry substrate where one by(1l(),non-structural,wood bucking is
employed,use 3/1V diameter ITW Tapcon type concrete screw anchors of sufficient
\\ '�•,, •••.. . •••O length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/15"
o g diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
g minimum embedment of 1.25"into concrete or masonry.
Refer to installation Instructions(S-2104)for anchor spacing and more details of the installation
c $ requirements.
Design Pressure:
Design Pressure
XX,OXXO X,OXO,XO,OX
Positive 57 PSF* Positive 66 PSF*
Otdswing
Negative 57 PSF Negative 70 PSF
*Units meet water infiltration requirements corresponding to noted design
pressures.
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v Hermes F.Norero,P.E.
- Florida No.73778
Page 4 of 5
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BUILDING DROPS FLM y-Ss$.iamm,a 3vw 39a ° - fig i
Date: 05f 01/2012
A Perfect Solution in Every Drop Report No: 2035 M
Certificate of Authorization:29578
.o
N e
a
Quality Assurance: The manufacturer has demonstrated compliance of door products In Accordance
with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a
quality assurance program audited by an approved quality assurance entity through R ,,
National Accreditation&Management Mstitute,inc.(FRC Organization#QUA1789)
'Performance Standards: The product described herein has been tested per:
• TAS 201-94 e �� ���''� �+• ' "o
• TAS 202-94
• TAS 203-94 V N
yy
C hN
Referenced Data: h+ "
g W$
1. Product Testing performed by Certified Testing Laboratory,Inc. W a $
(FBC Organization#TSTiS77)
Report#:CTLA696W, Report Date:11/01/2001
v
2. Quality Assurance
National Accreditation and Management Institute ^'
(FBC Organization#:QUA 1789)
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Hermes F.Norero,P.E. q
Florida No.73778fig
Page 3of5
M
SW130 QNV 10 SNOt 4tl0
t56E7.B8 tOS'Hd HN NUMM MOW
SNOLLM 3N0JOt3a ulnat ~ $ g
t09L8 80'S11d�NIVPYV IA S39
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DA781dOd3M►116LE a-.9 X 0-,6 011 do WW 10Vd18 VC �010Z 3N!133A 01 03 11 91 t0 3 y sg
ONI`N3M-a'ar SNUAstnO Tf315 3nOvdo :N G P$E
BUILDING DROPS FL*: �•rSS�
A Perfect Solution in Every Drop Date: 05/01/2012
ax Certificate of Authorization:29578 Report No: 2035
g
r % Manufacturer: JELD-WEN,Inc.
�a Product Category. Exterior Doors
N ^
R ��. ..b3�tii�, Product Sub-Category: Swinging Exterior Door Assemblies
M p n
A.
N Compliance Method: State Product Approval Rule 9N-3.005(1)(a)
7 FE r: I I 1 I I I g '�., "' Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites
107"X 81.25"(Maximum)
I 1 I I I I
* Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,inc.
O�o a N based on Rule Chapter No.9N-3.005,Method la of the State of Florida Product Approval,
D W N Z N
a � Department of Community Affairs-Florida Building Commission.
tn
Hermes F.Norero,P.E.does not have nor will acquire financial Interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
• I 1 1 I 1 ——_ "' the product named herein.
8 8 .
This product has been evaluated for use in locations adhering to the 2010 Florida Building Code.
M N See Installation Instructions S-2104,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for
— specific use parameters.
�5i '
'n Umits ofUse:
=I� Te
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code,
a . co x including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
N / �� al Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant
v i covering on outswing doors.
4. Non-Impact sidelites do require an impact resistant covering when used In areas requiring
wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building
Code.
0 a tO 5. Site conditions that deviate from the details of drawing S-2104 require further engineering
g analysis by a licensed engineer or registered architect.
1 6. See Installation Instructions S-2104 for size and design pressure limitations.
Hermes F.Norero,P.E.
1 I 1 I I v Florida No.73778
i W Page 2 of 5
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127 W.Fairbanks Ave. 0A78lNOd3)m1LELE SUTWe-,9 o-`u"e 01 do °INdN vn M 01M N M101 110 3
BUILDING DROPS Suite 438 '^
`N3M-a'3P
Winter Park',FL 32789
A Perfect Solution In Every Drop 407.644.6957 PH
certificate of Authorization:29578 407.644.2366 FX 1� /
contact@buildingdrops.com ` g
Product .Evaluation Report ,
Of
I I I 1 I 1 I_ •
JELD-WEN,inc.
Energy Saver/Contour Wood Edge Opaque Steel Outswing
Door w/or w/o Sidelites tQ�
I 1 1 1 I 1
for
Florida Product Approval
FL# FL -
Report No. 2035
Florida Building Code 2010
Per Rule 9N-3
r:2
Method: 1--A(Certification) l Ns
Category: Exterior Doors L--W
Sub—Category: Swinging Exterior Door Assemblies
Product: Energy Slaver/Contour Wood Edge Opaque
Steel Outswing Door w/or w/o Sadelftes n g $8
Material: Steel/Wood M
Product Dimensions: 107"X 81.25"(Maximum)
Prepared For: - Nis N p
JELD-WEIR(,inc. ����u���rrtt _
l
3737 Lakeport Blvd. %% ES F.
Klamath Falls,OR. 97601 ����Q`� • � .,F,A � � t
= �
Z : . O 8 _
NA
•. ; • c of � N H
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer#73778 %
Date:05/01/2012 �i'0;'C�' '••.C.....�. G, -Z'
Contents:
Evaluation
Installation Report —4
Details Pages 5
Digitally signed by Hermes F Norero,P.E. Hermes F.Norero,P.E.
Reason:I am approving this document Florida No.73778
Date:2012.05.01 17.42:30-04'00'
3yyy W
N a O
0
1 50 30 3
EXTERIOR
0.125`MDI.
TEMP. GLASS r;
0.50'
INTERIOR GLASS
BITE 1 9
50 2 SEE N07F 2 -r
ON SHL 4 EXTERIOR 0500•Am
GLASS THX. 0.125`TEMP. 0.250-AIR
GLAZING DETAIL 1
LASS
091.UTE FRAME WIGLE PARE �' SPACE ,
1/8-TEMPERED GLASS
SPARTECH
POLYCOM PP5530 C13
® 0.125•TEMP.
OM So-
INTERIOR LA 1NrERct F GLASS
G
c;t~ss SIMsPacER
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50 SEE AMIE 8 IF
1 29 48 4 4
ON SHL 4 ROOM
EXTERIOR 0.125•TEMP. G1ABW MAIL.2
GLASS
UTE FRAME
.'i !.. 1/2.MUTED TEMPERED GLASS
LUPOV ED-51107
1.000 AOAL .750-ALR SPACE
GLASS THK.
75•x50• 0.125•TEMP. ALL G7AZOIG CMFaIb WNW
INTERIOR 0.50-STEEL SPACER GLASS S1W1.CDAIPLY WON SAFELY _
GLASS w FOC SECM 240& w
50 4 4 SEE NOTE 8 BITEs����,1S1F rrrrrrr''i, W
ON SFII 4 9-11-01
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UIPO?EU-5007 y�0=s fvtr` 11��11
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Phonx 107-844-1i9S7
wic Poe 407-844-2M am 7 a_@,_
1.670• � jT670- �1.670• � �1.670` 4•�----
1.210• /� � 1.000- two, 1 1.042• � / �j/ / /�/ 0.750•
DM HINGE S
My
12 D2400A(Ma217 13 P014DERD6A `/ LVLIILM it 2 3 FAM d06VTED
FINE Ilm Co PONDEM PW o.
-i I---a513• � --Ir--a125•
1.645• o 0529.0500' 1.544• f "-.. 1.544• 1586'
0.831-
F
-{ I--1.7�•-I I--1.7so'-I �- 1.7x2•-4
0530• 2.521- 2519•-�1
2621'
OCORER SM TOR �1 INBY LITE FRAME a
STEEL L10TTOM RA9 10 SCMEGEL Q-LON 005 650 \J POLYPROP. 47 POLYPROP P�.YPROP.
IIDf r 30•LONG TRDOTY PLASTIC UTE LOT MAIM I mw P8#=I"TOT IIATFRW. OOT.PIASRC UTE I"MATERIAL.
1.600•-{ APPROVED MW t40A 7-0928.01 APPROVED Law 1401 7-OB18.o1 O ulm N04�]0-120901
I I 1250` 1.109- off' � �
-{ 0.624• Q SiDanE SMP
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