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MIAMI•DIADE MIAMI-DADS COUNTY v
PRODUCT CONTROL SECTION
TABLE 1: TABLE 3: NOTES FOR ALL CONFIGURATIONS: I -\
mm 11805 SW 26 Street,Room 208 DESIGN PRESSURE RATING IMPACT RATING J
SERIES 101 OUTSWING, IMPACT RESISTANT DESIGN PRESSURES FOR DOORS,ALL GLASS TYPES DESIGN PRESSURES FOR DOORS,ALL GLASS TYPES 1)FOR CONFIGURATIONS WHICH N
Miami,Florida 33175-2474 SEE TABLES 1-4 RATED FOR LARGE&SMALL CONTAIN A SIDE LITE TO DOOR � � � �
ON SHEET 2 MISSILE IMPACT RESISTANCE. REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE DOOR UNREINFORCED DOOR TO SIDE LITE 0 O
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) T(786)315-2590 F(786)315-2599 FRENCH DOOR AND SIDE LITE TABLE A: ln
CONNECTION,(XO,OX,XXO,OXX, - � �
BOARD AND CODE ADMINISTRATION DIVISION Min. X FRAME XX FRAME FRAME HEIGHT FRAME HEIGHT OXO,OXRO),THE LOWEST DESIGN / `n q) - L,► 1
WWW.miamidade.gov/economy 1)GLAZING OPTIONS:SEE BELOW. Anchor Frame Min.Edge Embedment or e ° ° X FRAME JXX FRAME c PRESSURE SHALL PREVAIL. ` ' � �I
0 M
NOTICE OF ACCEPTANCE (NOA) Group Anchor Type Member Substrate Distance Metal WIDTH WIDTH 6 -79 3/4" 7 -83 3/4" 87 3/4" 91 3/4" 8 -95 3/4" VNDTH WIDTH 68.79 3/q 7°_83 3/4" 87 3/4" 91 3/4" 8 -95 3/4" Q N `A
2)DESIGN PRESSURES:(SEE TABLES 1 4 ON SHEET 2. Thickness 30 371/2" 6° 71 3/4 +75.0 -75.0 +75.0 -75.D +75.0 -75.0 75.0 -75.0 75.0 -75.0 20 25 112" 40 47 3/4" +58.6 58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 2)FULL LENGTH REINFORCEMENT M O < S- I \
PGT Industries,Inc. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. All Concrete(min.2.s5 ksi) 1J/a^ t-3/E^
1070 Technology Drive B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. , 1/4"Elco UltraCon® Jamb Hollow Block(ASTM C90) to/a^ 1-1/a^ TABLE 2:
271/2" 51 3!4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 44.3 (ITEM 22 SHOWN 1N SECTION E- , �RODIlCt BEYlB+ri -N
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. All Concrete(min.3 ksi) 1-314" 1-3/4" yglp l 3withthD SHEEP 4 IS REQUIRED AT DOOR V � �
North Venice,FL 34275 1/4"DewaltUltaCon+® Jamb HollowBlock(ASTM C90) 1J14" ,-1/4" as�pbing it4t6aFlor DESIGN PRESSURES FOR SIDE LITES 291/2" 553/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.4 -43.4 +41.3 -41.6 )+ •scmnptying+3tYtIFeFIor'Ift O
TO SIDE LITE CONNECTIONS, �;,,gr;�e
1/4"410 SS Elco/DeWalt All Concrete(min.3.35 ksi) 1-3/4° 1-3/4" gC�oZo-oy27•01 REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE SIDE LITE 2s 31 1!2" 5° 59 3/4" +49.0 -49.0 +46.2 -46-2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 WHEN USING TABLES 1 &2. waeeptanee No 2r.-e"f27.O1L3)CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. 2 Jamb Hollow Block(ASTM C9o) 1J/4" 1-1/4" A9tg0A°Ce�e t 22 28 33 1/2" 5'l 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 IEsPIS+ ate � S_ tQ S` % N
SCOPE: - - -
rules and regulations governing the use of construction materials. The CreteFlex® All Southern Pine(SG=0.55) ," ,-3/a" ^J�y GLAss FRAME a FRAME HEIGHT
This NOA is being issued under the applicableControl Section to be 4 ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR All Southern Pine(SG=0.55) 9/16" 1-3/8" TYPES WIDTH o_ °- 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3)DOOR AND SIDE LIME �cL . �-MW �--'
been reviewed and accepted by Miami-Dade County RER-Product Con ) c"M 6 -793/4" 7 833/4" 873/4" 91 3/4" 8 953/4" COMBINATIONS FROM TABLES 3 S` ^ I
documentation submitted has be p #12 SMS(steel,1st S.S.or All 6063-T5 Aluminum 318" 1/8" 1 ° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 _-A +34.0 34.0 % % ` v
ANCHORAGE REQUIREMENTS SEE SHEETS 8-11.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, 3 273/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 3 AND 4 DO NOT REQUIRE
used in Miami Dade County and other areas Where allowed by the Authority Having Jurisdiction(AHJ). THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 410 S.S.) All steel,A3s 3/8" 0.060" _ ` ,
ate stated below. The Miami-Dade County Product Control Section FBC,CURRENT EDITION. All Steel Stud,A1003 Gr.33 3 8" 0.0451"(18 Ga.) REINFORCEMENT ITEM 22. H)ADDED DESCRIPTION TO % -
This NOA shall not be valid after the expiration d 1)ALL ANCHOR HEAD TYPES ARE APPLICABLE. A 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64,2 -64.2 TABLE 4:
H)UPDATED TO FBC 2020, � TABLE HEADERS.
2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE. „ REVISED ANCHOR TYPE TABLE. 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 66.6 -66.6 +63.1 -63.1 DESIGN PRESSURES FOR SIDE LITES 4 DESIGN PRESSURES UNDER 40 ' -AK-04/15/20 % ^^//
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this 5)SHUTTERS ARE NOT REQUIRED. 3)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA ' AK-04/15/20 ) �L
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. o: B,C,D ORE 36 3l4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 UNREINFORCED DOOR TO SIDE LITE PSF ARE NOT APPLICABLE IN
the manufacturer Will incur the expense of SUCK testing and the AHJ may immediately revoke, modify, or 6)SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED FRAME HEIGHT MIAMI-DADE COUNTY. N - O d
manner, SEALANT. N _ GLASS FRAME Q Y = E
jurisdiction. RER reserves the right to revoke this acceptance, Material Min.Fy Min.F° GENERAL NOTES............1 w 4 FOR MAX.SIZES OF COMBINED UNITS,SEE SHEETS 10-13. TYPE WIDTH s_ 0_ 87 3/4" 91 3/4"
use of such product or material within their ju Y s° 953/4" 5 FOR DOOR-ONLY > o 0 "aa
suspend the p Steel Screw 92 ksi 12o ksi GLAZING DETAILS ] 0 6 79 3l4" 7 83 3/4" - ) �
p product or material fails to meet the CONFIGURATIONS X,XX ONLY 0 O
Section that this 7)REFERENCES:TEST REPORT FTL-4964,5212&6864; ELCO ULTRACON,DEWALT ULTRACON+& 18-8 screw so ksi 95 ksi DESIGN PRESSURES......2 0 o O DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 1 IS APPLICABLE.) � U) o O L
eif it is determined by Miami-Dade County Product Control S p DEWALT/ELCO CRETEFLEX NONS 410 Screw 90 ksi 110 ksi 3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE.APPLICABLE EGRESS � V
VERT.SECTIONS............. 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 a}Do C3
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requirements of the applicable building code. a)o0 O REINFORCEMENT,PART#22,IS (0 N o
q Elco UltraCon® 155 ksi 177 ksi HORIZ.SECTIONS...........4 N K REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION(AHJ). p to o
8)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA PARTS LIST......................5 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 59.0 NOT REQUIRED. J M Z .-
This product is approved as described herein and has been designed to comply with the Florida Building Code, 1/4"Dewalt UtraCon+® 148 ksi 164 ksi o M z '
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4,0 SS EIcolDewatt C eteFlex® ,27.4 ksi 189.7 ksi EXTRUSIONS...................6 O _J m A B,C,D 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 z ti (0 W,
including the High Velocity Hurricane Zone. ORE 6)FOR SINGLE,STAND ALONE =w CD W
6063 T5 Aluminum 16 ksi 22 ksi ANCHOR QUANTITY........7_13 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47. +q4,7 44.7 +42.6 42.6 e
=W r- � ,re SIDE LITES(0),ONLY TABLE 2 IS w U � � ❑M°JQ °N
DESCRIPTION: Series"FD-101"Aluminum Outswmg French Doors w/wo Sidelites-L.M.I.
9 DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA A36 Steel 36 ksi 58 ksi INSTALLATION.................14-15 U U o UJ uM 0 -r 361/8" +35.2 -35.2 +35.2 -35.2 +35: -35.2 +35.2 -35.2 +34.4 -34.4 APPLICABLE.REINFORCEMENT, I-z v J 0ma
BUILDING CODE.APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING Gr.33 Steel Stud 33 ksi 45 ksi H Z 'd F 0r
APPROVAL DOCUMENT: Drawing No. 11005-1 Rev H,titled Alum.French Door& Sidelites,Impact", sheets 1 JURISDICTION(AHJ). CODES/STANDARDS USED: o j W 36 3/4" +34,0 -34.0 +3a.o -3a.o +3a.o -3a.o +3a.o -3a.o +34.0 -34.0 PART#22,IS NOT REQUIRED o > o LLj J
through 15 of 15, dated 04/04/2012 and last revised on 04/20/20, prepared by PGT Industries, signed and sealed by •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION o a o t z v Z W -
U) w wW q0W W
g •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Z D CONFIGURATIONS WHERE THE Z ¢ < U �
Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of INSTRUCTIONS: •ASTM E1300-09 of -W-I ( DOOR LE ARE LE ABUTS A
•ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION IY Q , SIDELITE ARE NOT AVAILABLE p w ta 06 0-1 ns (� U (� W ¢ � (� = 0
A y y 1) DETERMINE THE DESIGN PRESSURE,DP REQUIREMENT I- EXAMPLE 1, USING TABLES 1 &2):XO WITH GLASS TYPE B, FOR MAX.SIZES OF COMBINED UNITS,SEE SHEETS 10-13. ,o
Acceptance number and Expiration date by the Miami-Dade County Product Control Section. .ALUMINUM DESIGN MANUAL,ADM-2015 o W (5 LU
G: Large and Small Missile Impact Resistant (LBS/F7�)FOR THE OPENING USING THE ASCE-7 STANDARD. •AISI S1tlo 1s ® o 0 ta' REINFORCED, EXAMPLE 2, USING TABLES 1 &2):OXXO WITH GLASS TYPE A, WITH REINFORCEMENT. ® # p V) Z Q = Q Q m z � Z z U
7/16"NOM. .AISC 360-16 N r`i 33-1/2"WIDE X 79-3/4"HIGH SINGLE DOOR WITH 18"X 79-3/4" ( •
MISSILE IMPACT RATING: g 2)ON SHEET 2,TABLES 1 &2 REFER TO PRODUCTS THAT ARE �3r6^NQM. � GLASS STACK z U (5 SIDE LITE(SEE NOTE 8) REINFORCED, 8)FOR SIZES NOT SHOWN,ROUND o z LU Z J - W - J
I GLASS STACK 13116"NOM. 0 Z U` 68"WIDE X 85"HIGH DOUBLE DOOR WITH (2)36-112"X 85' SIDE UP TO THE NEXT AVAILABLE SIZE. F W ly elaas 0 M w ¢ 0 J
Limitations: REINFORCED.TABLES 3&4 REFER TO PRODUCTS THAT ARECc
sheet 2 requires full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and UNREINFORCED.DETERMINE THE DESIGN PRESSURE OF 3/16"Hs GLASS 3»s"HS GLASS GLASS STACK W o DOOR DESIGN PRESSURE_+75/-75 PSF LITES(SEE NOTE 8) E G.FOR 32""X"DOOR WIDTH IN lY 0 �
I. Use of Tables 1 Or 2( ) Q 3/16"HS GLASS I- LL Q ; SIDE LITE DESIGN PRESSURE=+75/-75 PSF _ U
r design pressure from table 1 Or table 2 Shall COritC01. YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. 090"PV61 OR PV62 oso"PVBt OR PVB2 TABLE 3,USE 33-1/2") N � F W Cn W ¢ ~ W (n (n
� DOOR DESIGN PRESSURE_+75/-75 PSF
OXXO configurations.The Lowe INTER LAYER 1/8"HS GLASS 0 7) W . OVERALL DESIGN PRESSURE_+75/-75 PSF w -, w - z Z z 0 m W Z
g g p EXAMPLES ARE GIVEN ON SHEET 2.THIS DESIGN PRESSURE INTERLAYER W w SIDE LITE DESIGN PRESSURE_+70.4/-70.4 PSF -
2. Standalone X,XX and O configuration unit do not require,reinforcement(item#22)• t0 be reviewed by AHJ• NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED 1/8"AN OR HS GLASS 316"AN OR HS GLASS 1!4"AIR SPACE .0901,OR PVB2B1 m JQ Oz EXAMPLE 3,(USING TABLES 3&4):OXO WITH GLASS TYPE C, OVERALL DESIGN PRESSURE_+70.4/-70.4 PSF Q ❑ " 2 Z _J J O LU ? � ¢ J
3. Applicable Egress Operable doors must Comply With min Clear Width&height per FBC, DESIGN PRESSURE FROM STEP 1. gq 93 gq 3/16"TP GLASS INTERLAYER UNREINFORCED,
93 a181 asap sa alt!1 'asap sa_uas
x buck re s operable
ere secured to sustain imposed load and to be reviewed by AHJ. 30"WIDE X 87-3/4"HIGH SINGLE DOOR WITH(2)26" X 87-3/4" EXAMPLE 4,(USING TABLES 3&4):OXXO WITH GLASS TYPE B, M W J Q = ir W O - ¢
;ttltrl 111/// J O = Z >
4. Ix or 2 properly Y UNREINFORCED, �\
3)DETERMINE YOUR ANCHOR GROUP FROM TABLE A,THIS 91 94 SIDE LITES(SEE NOTE 8) N`{LY(d/v /, ¢ LU ¢ ~ J ~ W Q
all bear a permanent label with the manufacturer's name or logo,City, state and series and SHEET AND YOUR GLASS TYPES,(A-D),FROM THE GLAZING 72 1/2"GLASS 73 v2^GLAss t t 1 l I r r/
LABELING:Each unit shall p BITE BITE 74 1/2"GLASS \� \�Q�V LYN!N2jz%, DOOR DESIGN PRESSURE=+43.6/-43.6 PSF 95-3/4"SIDE TES3/4"HIGH DOUBLE DOOR WITH (2)36-3/4" X �_���''�UENs�'���1��; O = LL � 0 Q z a z 0-
DETAILS ON THIS SHEET.
following statement: "Miami-Dade County Product Control Approved",noted herein. 30 3o BITE ��..' ,tGENSF •<. : SIDE LITE DESIGN PRESSURE=+47.2/-47.2 PSF =
Q: '._P OVERALL DESIGN PRESSURE=+43.6/-43.6 PSF DOOR DESIGN PRESSURE_+34/-34 PSF No.58705 •,��_ 0 0 W ¢ � Z _ � W } O �
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES 4)FROM SHEETS 7-13,FIND THE SHEET THAT PERTAINS TO71 71 80-83 _ No.58705 SIDE LITE DESIGN PRESSURE_+34/-34 PSF = A -
OVERALL DESIGN PRESSURE_+34/-34 PSF d Z z = (� W ¢
in the applicable building code negatively affecting the performance of this product. REQUIRED. G) a 30 = :(/l EXAMPLE 5,(USING TABLE 1):X WITH GLASS TYPE A, -
GLASS TYPES(ALL TABLES THIS SHEET): 0 Z o ¢ - Q z Z = Cn
pp EXTERIOR EXTERIOR 71 - O u p � 32"WIDE X 90"HIGH SINGLE DOOR(SEE NOTE 8) EXAMPLE 6,(USING TABLE 1 :XX WITH GLASS TYPE A, ¢ O Z O r
occur after the expiration date or if there has been a revision or change in the 5 ANCHORS ARE TO BE INSTALLED USING THE LOCATION 3/8"LAMI NOM. 7/16"LAMI NOM. ( ) A.3/a"LAMI(1/8"A,.090 PVB,3l1s"Hs) ;off'. TATE OF =w; } LL pC
•. �� a
TERMINATION of this NOA will o p ) GLASS TYPE A GLASS TYPE C a %O TATE F �CV; DOOR DESIGN PRESSURE_+75/-75 PSF 63 3/4"WIDE X 91-3/4"HIGH DOUBLE DOOR(SEE NOTE 8) B.3/8"LAMI(1/8"HS,.090 PVB,3/16"HS) % �`S /oRto�, W z LL Q Q W U LL N w
of the product or process Misuse of this NOA as an endorsement of any product, GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13.SHEET 14 EXTERIOR 13/16 LAMI IG NOM. �,��5 •.'PtORIOP,.•'��\�: �' -
materials,use, and/or manufacture p P GLASS TYPE B GLASS TYPED s _
hall automatically terminate this NOA.Failure to comply with any section &15 SHOW INSTALLATION CROSS-SECTIONAL DETAILS. GLASS TYPE E / E DOOR DESIGN PRESSURE-+75/-75 PSF C.7/16 LAMI(3/16 A,.090 PVB,3/16 H ) iONA� c W W z
for sales,advertising or any other purposes s y AN=ANNEALED �'S ONA� �\ D.7/16"LAMI(3/16"HS,.090 PVB,3/16"HS) /r/I t i,1 I Z `0, � Z Y w = W W Z � J
PVB1=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. ///111 I I 1 I t1 E. 13/16"LAMI IG(3/16"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16"HS) A.LYNN MILLER,P.E. (D U w O O � � Z w = U
of this NOA Shall be cause for termination and removal of NOA. HS=HEAT-STRENGTHENED A.LYNN MILLER,P.E.
Florida, and followed by the
TP=TEMPERED PVB2=.090"SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. P.E.#58705 P.E.#58705
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, shall be done W Z O � � � � � � W (_�
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it O ~ = J W
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Q H Z U w w Z
in its entirety. _ _ _
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and O U J O W OE = O - O
shall be available for inspection at the job site at the request of the Building Official. U LL m O H tZ ¢ LL LL CL LU U
This NOA revises NOA#17-0504.01 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as w U U) LL 0 } p 0 F- LU
T � � Ocn ¢ � ¢ } � ww Q
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E. { � [ � O LU U) Z LU O = 0 0
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H 6-50064 0 96 �O LI'd SIN o W�LOL-Q ���1t I I I 111//�� F{ a 6-50066 0 g S6 �O 8 SIN Q.W� 60L-Q N \\\����t 6c /// z W -
NOA No.20-0427.01 �� D �/� ¢ = w ¢ 0 Z ~ LL
Expiration Date: October 18,2022 1J1SMOSO�J SN�f �� Sll d1Sa X �`����� ��Lj' w rJ l ~ . ( w H 6-SOOI 6 0� 96�O b6 ' SIN o Wl 606-4 a \\\\��,I 11��/,�/ O LL Cn U O 0 >_
MIAMIDADECOUNTY \\, .•' cu a O �f = IJiSMOSOb SN3f �I S�Idl�a XX � ��,'' �, - -
e t Approval Date: Se tember 03 2020 I 2 _ a _ O ~ _
t o - 4' (J �•� �n n O a �; o w / W a o \,`, !L� `'/L ,ice J w Z W
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d w 0 m P 0 m m g F = w r Q a W Z LO This report has been electronically signed
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