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<br />N/A
<br />4 1/2*
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<br />4 1/2-
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<br />I SEPARATION I V MAX, ! � 1 1/2* LOW, SLEEVES.
<br />,�,
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<br />10 GLASS� - I PMM LENGTH PANEL LENM �- I
<br />I I i t � � [I'i I �
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<br />!-(SEE SCHEDULE (SEE SCHEDULE 1 (SEE SCHEDULE �, � � ,
<br />11
<br />i '. . . � � 1� I PANEL MATE FEMALE In OR PANEL IWITE
<br />ON SHEET 3) - - ON SHEET 3) 1 c 1
<br />I I ON SHEET 3) I_ -- I PLUS (SEE SCHEDULE ON SHEET I 1)
<br />.1 , � i i ,11.
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<br />, GLASS (SEE SCHEDULE : REQUIRED '
<br />I - - __ _____ ___ , - - - r �
<br />I I ; i -01 �
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<br />I
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<br />I I � I i -
<br />. � I : I A
<br />I_ - __,_,_____ - ___ � I . * I I
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<br />I ,,,, 44
<br />I �
<br />I I - -T i i
<br />SEE I ON SHEET 71 FOR MAX, PANEL LENGTHS &
<br />I SOX � I 'it' 0 12 1/2' O,C. �
<br />MEA-1
<br />I : - I DMIGAI LOADS FOR INS INSTALLATION.
<br />I or .1 I ED ." - � I
<br />I
<br />I __ MAX. I "', 1,
<br />I -, 0 ,
<br />- �, - - I
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<br />-,- - - 4 L ! L_ i
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<br />- . � - � , , �
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<br />ED " � --,-L--A _ i STAGOSED W/ STUD
<br />- '-,
<br />. 11A MAY BE I ItIr Low; r,
<br />t_,_ __� I- I 1 ".., I I �� , � : (SEE SCHEDULE _
<br />.
<br />. , I � � 1 1 , z sHm I 1)
<br />,�, , i I *, � � 1 1 , - k I (1) INSTALLATION Is LAO= TO A ONE srow viumn "TW W-V
<br />%A' WOOD L, � � ; I , 1�4 1 � -, 1: � w" lam "OF HINN't M" Is a mmmelm FROM ANY
<br />2 � r i � : ) *A= i r I
<br />- - - � ,
<br />I � k j I j -,- � I BUILDING, Hwff CURRENTLY 000470 ON aw 11).
<br />PLATE REOUIWO "" - - 11, LI , WOOD ANCHORS � DO I
<br />, I I � � - I; ANN. Euwwm To %Ass of "'., WO I
<br />�',',
<br />__�,,_ �_, _;N4'
<br />&AGGERED W1 Fun il I
<br />I-" I � , 1 f , SH 11 AI I ,r"T AS i __,�, PLATE REQU RED M =: "K"r.zT`-0.0z =VNIPP4. I I ,
<br />". 1 1 I 11w
<br />�
<br />� � 1 , (SEE SCHEDULE ON LOW AM, .00-In" ARE ____1,
<br />� � , - I I �1 SHEET I 1) t&xk= RON I 1 CuInt is A apowrom, FRW is Iyr Oz VACM ALLowit, ON I
<br />I � .
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<br />, I t ; � i , I I SAW 11)�
<br />I (1) MANIMUM ASD DOWN PRESSURE I
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<br />�� I � � � � RATM IS .80, -05 ?�.L (3) MAIL Z4 WIDE PANEL UNM IT UWrW 10 56' AT ART OPP"
<br />11� 31,
<br />h
<br />- _j - - NORRIC" FARM AJ!AQON PANEL LDOM A.Usen ON
<br />- J I-
<br />� 1 GO wAm" SMQM PNNu. Loom is WALL MOUNTING I MOUNI I M. $HIM it),
<br />11RECT
<br />". i
<br />v E
<br />W" MOU ING ti) slow Pown. ToMMA"M is ONLY &URMYE 2w I W 1 4/2' LONG SPAQVIR COWPMW #PA SHALL K AS INDICATIM 04
<br />SCALE 3/8-i' I Tow z WTAUATM or I 1/2- UING, VAM 04 n opoor
<br />IWO AN, 0253M WOW rRKME WAUL VAUD �Hn== W= W VVEMU W AMU
<br />Lw I C-1" CM wrok) or THE nopm
<br />SCALE 3/8-1. (4) ]INSTALLATION VALID ONLY FOR WWO I I SUILDN't,
<br />I"
<br />I =k , A , PEA , , 1 1400#1#ti, L __ I
<br />_......... _.. , ,,, 5P.. �, OZ
<br />- ,"01 ,,,
<br />.. IV .. ��
<br />...
<br />I'll NOTM, �r, E I �Nl' . �
<br />. .. �k FLORIDA BUILDING CODE (Non,H Zone)
<br />z _.
<br />NOTE FOR COMBNOON OF $ECnQN : 1. INSTALLATION ARE ONLY VAUD FOR NW. A.S,O, = : No,44w % S 0.010 Tum III Fl.
<br />= 74 GAGE GALVANIZED STEEL STGFIM PANEL
<br />DESIGN PRESSURE RATING (p.s.f) AND PMEL LENGTHS z * � , IALMINI on
<br />= -, * .1 - I
<br />TOP & BOTTOM WOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = . .*z -
<br />COMBINED IN ANY WAY TO -SUIT ANY ALTERNATE 2W') � "'.. S I GLOBAL PROMICTION PRODUCTS, LM W/r/201A
<br />i0_3% TA �F'�'-' - -=�-�,4 Z 11L1EC0,,..-\ WE,
<br />INSTALLATION, 1k, T a Tw ,orm. .= S.W. S' STREET
<br />1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0 � "I to E,v ".^ M . 1M.E. I, MM 20-175
<br />�WVIVI
<br />"?4
<br />16FAt
<br />w r AAA- VI ,xva�. Issoxes-Into, m. (W)CWHIM
<br />MEMBERS TO BE SOUTHERN PINE No z W/ SPECIFic 4; __
<br />, Dl~ %.I
<br />oot)i&� """'"'
<br />DENSITY OF 0.55 OR EOUAL. YIN tk�7 11 _1 -
<br />I*"' .I-,.
<br />I w9m I RUTT1 FIL I I I I . f I
<br />I am I API
<br />__ -
<br />I
<br />GQU& NXES
<br />(G) F�
<br />��At�� nwWougENT
<br />PAR��� (P E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ., I.
<br />WIN THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE- NIS STORM PANEL SHALL NET DIE INSTALLED AT HIGH - #14-10 PANELMAXE FEMALE 10 AMD PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELEC CONSTRUCTION PRODUCTS,
<br />VELOCITY HURRICANE ZONES EMLAMI-OAOE I OROWARD COONI'LES). _ 1�4*0 LAG SCREWS PER N.O.S,
<br />DESIGN IIAND LOADS SHALL K DETERMINED ,AS PER SECTION 1600 OF THE ASOYE MULTIONED CODE, FOR A SASAC WIND _ 7 IWO A 51W WOOD BLISHOIC, AS USTRESUIED W ALI POINT SCREW, 9I & SPECIALTY GO,
<br />SPEED AS REQUIRED BY THE 4VRISDICTION WHERE STORM PANEL WILL BE INSIALLOD, AND FOR A aIRIECTIONALRY FACTOR
<br />KUO�ft, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS-O-) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) WNIMUU THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2' FOR ELCO PANELMATE PLUS
<br />3. 0 THRU 12 s, I;F, I & AND PANEUAALE FEMALE fO
<br />IN ORDERTIC VERAY THE ABOYS CONOTTON, ULTIMATE MICK WIND LOADS DETERMINED PER ASCE 7-14 SHALL BE FIRST
<br />REDUCED TO A-S.0- DESIGN PRESSURE RATING BY MULTIPLYING TREM BY 0.6 IN OROM TO COMPARE THESE W1 WX. (A,SD,) ") MINIMUM THREADED PENETRATION or LAG SCREW, INTO THIF WOOD FRAME UNIT SHALL BE 1 I,W� NO THFUENOM
<br />DESIGN PRESSURE RATINGS W[CAIED ON SHEETS 1 9 T4RU fZ & 17, 18 PENETRATION INTO CO AS ,
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS RED. AS TESTED WOE OVER SORME), A 3,3% INCREASE IN AUCIALRIBLE
<br />, ,
<br />STRESS FOR WIND LOADS WAS I= USED IN THEIR ANALYStS� FA STENERS SPACING TO WOOD HAS INEEN DETERMINED IN C,3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD S,ML Of AS INOTOMED IN THIS DRAWING
<br />ACCORDANCE WITH N.O.S. 20ITS - LON
<br />SIC15M PANIEVS ADCOUACY FOR IMPACT AND WIND RESISTANCE I" BEEN VOWED IN ACCORDANCE WITH SECTION IWO.1�2 OF CA) MINIMUM PENETRATION OF WOW RUSHING SHA" BE 3/8' 114- 0-20 SCRENS USED SK4LL 8E 1 1/2 C MINIMUM
<br />THE ABOVE MENTIONED COLIC AS PEA AMERICAN TEST LAS OF SOUT14 FIER30A RIEPORTS 100*4,01-01 AND #41219.02-09. AS SHOULD STUCCO EXIST, AND I" MININIUM FOR WALLS 'MTN NO STUCCO.
<br />PER SSTO I 2-ft & ASTM C =-02 $11ANCIAIMS. AND AMERICAN TESTING LAS SOUTH FLORIDA REAM 11123,01-0 As PER
<br />YAS-201 AND TAS-203 PROTOCOM AND 45 PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION B04 OF THE ") IN fAsr THO PRECAST Snow, ON PRECAST CONCRETE PANELS, STDCOC OR WOOD EBAPES BE FOUND ON THE EIRSTINO
<br />FLGRIOA BUILDING CODE WAU_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1), C.2) Is CA)
<br />2. ALL ALUMINUM DUROSIONS TO BE W"-TB ALLOY AND TEMPER (UNLESS OTHEPANSE NOTED), SEC SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS 01' THE ANCHOR'S MANUFACTURER.
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HIA, ALLOY. 8 PANELS MAY ALSO 0-1 INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 �SHEETS 4
<br />4 ALL STEEL SHEET METAL PANELS SHIM1 HA'K STRUCTURAL QUALITY STEEL AM A-653 ORADE 80 VINIMUW G-011 GALVANIZED TIROUGH 5) EXCEPT THAT 11FAINAS Q & (D SHALL NOT BE USED,
<br />STEEL DESIGNATION W/FY- 922 k. WIER ROLLED)- 11. ff SHAJ.L EHE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER 15 TO BE
<br />5. ALL SCREWS 10 fit STAINUM STV�L 304 OR 316 N& SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIM ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONtRETE, BLOCK OR WOW FRAME
<br />WILDINGS,
<br />SOOTSW/ 50 1I YIELD STIRIENCTH AND SO I*, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING DOM SECTION
<br />241 1 -1 3.k 10, EACH REGULAR STORM PANEL WM4 LENGTHS OVER 90�. AS PER SECTIONS 1, Z 4� 5� 6 AND ALTERNAITIES IWI 3W & 4w ON
<br />SHEETS 4, 5, 6 & 7 FIMPECTIVIELY: SKAIL HAVE A LEGIBLE AND READILY YISIBUE MARKING INSTRUCTING OWNER 04 TENANT TO
<br />6 11OLtS It BE A" A-ZO7 GALIOMIZED STEEL, OR AJSf 304 SERIES 5iAMESS STEEL. MEN 46 In," MINIMUM YIELD STRENGTH, SECURE PAWLS WITH APPLICABLE REINFORCEMENT DURING PEMODS OF HURRICANE WARNING.
<br />7 ANCHORS TO WALL SHALL Of AS FOUOWS� I I. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
<br />(All TLuwMr1_?2A3uL9M9=1
<br />1/4-# TAFACON ANCHORS AS WAWFACIVRLD BY J,T,W_ SI WC Agn 4'C-3192 P-0 12, STORM INE. INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS MY BUILDRIG AND ZONING REGULATIONS
<br />- 1/4- IT 7/0' CALK-114 ANCHORS, AS MANUFACTURED BY UEWI INC PROMIDED BY THE JURISDICTION WERE PERMIT IS APPLIED TO,
<br />- t/4'* ,I 1/4" SOLID -SET AMICKORS, AS DISTRIBUTED BY ALA. POINT S-CREW, OCILT & SPECIALTY GO
<br />(Min. r..3(= P.S.i�) 13 (a) THIS PRODUCT VALUATION DOCUMENT EP.LDj PREFAAED BY THIS ENGINEER ill GENERIC AND DOES NOT PII INFURIATION
<br />- 114-10 PANELALAIE FEMALE ID & PANSLIA411 PLUS ANCHORS. AS MANUFACTURED ITT SLCO CONSTRWRON PRODUCTS. FOR A SITE SPECIFIC PROJEC'r; to. WHERE THE SITE CONDITIONS DEVIATE FROM THE P�EO
<br />- 1/4'# ZAMAC "LIN ANCHORS, AS MANUFACTURED BY DEWALT, INC, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFEET OF THIS PRODUCT
<br />A 1) UNIMUM EMBEDMENT OF 1APCON ANCHORS INTO POURED CONCRETE SHALL Of I a/4"� 2' TOP ELM PARELVATE AND BASED ON THIS P-LD, PROODED HE/SHE DOM NOT DEVIATE FROM THE CONDITIONS DETACED ON THIS DOCUMENT,
<br />CONSTRUCTION SAFETY AT SITE IS THE MORACTOR'S RESPONSIBILITY
<br />1 -1/4" FOR ZAMAC NAILiN ANCHORS,
<br />4c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD W LIDNIFTED
<br />A.2) CALK -A Is oDWD-S13 ANCHORS SKAIL BE EMBEDDED 7/43- INTO THE POURED CONCRETE 440 MKOMENT INTO
<br />STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL RE 1 I/V LONG MINIMUM SHOULD STUCCO EXIST, (4) SITE SPECIFIC PROLIECTS SHALL BE PREPARED PLY A FLORIDA REGISTERED ONGINEEN OK ARCHITECT WHICH WILL BECOME THE
<br />AND I - MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL NREACTED SCRM WIO HEAD, ENGINEER OF RECORD (E.O.R 2 MR THE PROUECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WMI WHIC RUM PROPS USE OF THE PE,O ENG94EER V RECORD. ACTING AS A DELEGATED ENGINEER TO IK
<br />PZD� ENGINEER, SRqU S~ TO THIS LATTER THE SITE SPECIFIC MWMS FOR NVAEW,
<br />A-5) 94 CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PASOERS, STUCCO OR WOOD BOARDS BE FOUND 04 THE
<br />EXISTINC WALL OR FLOOR. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.3 THIS P.E.Q. SHALL BEAR THE DATE AND ORIGINN, SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL IRE AS MENTIONED N k I) AND IN A,2). ENGINEER OF RECORD THAT PREPARED IT
<br />(0) M QMT : Ik SHUTTER MANUFACTURER . 6 LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />"I PANEL WILMS IN ACCORDANCE WITH SECTION 1709,9-2 OF FLDRIDA BUILDING CODE ONE LABEL
<br />- TAPCON ANCHORS AS MANUFACTURED BY 1. 7 W OVILDEN. HIE, SHALL BE PLACED FOR EVENT OPENING L40WNG TO COMPLY WITH SECTION 17099.3 Ov THE
<br />- I/r 0 . 71W CALK-W ANCHORS� 00 MANUFACTURED BY DFWAIJ, INC� FLORIDA BUILDING CODE.
<br />- 1/4'0 X �1/4- SOUG-ttT ANCHORS. AS DISTRIBUTED BY ALL POINT SCRLv, 901.7 At SPECIALTY CO.
<br />- 114-io ITANEILMATE FEMALE ID AND FANELMATIE PLUS ANCHORS. AS MANUtIC-TVACT) BY ELCO, CONSTRUCTION PF% ON
<br />INC A VIB_ 4111111". I
<br />T14
<br />- 1/4' 0 ZAMAG NAAJN ANCHORS, AS PA14UFACTURED BY DENALI. 000�0 I
<br />.
<br />I 0, , _ IN -
<br />8.1) MINIMUM EMBEDMENT OF TAPWN ANCHORS. FIGO PAIRLUXTUS AND ZAIAAC RAJON ANCHGAL INTO THE � �,** - ��Lk
<br />14*f I,�I!Nsi,
<br />" FLORI BUILDING CODE (Won High Velocity H
<br />BLOCK UNIT SHALL Do 1 1/4'. ft Pone Zone)
<br />� I '
<br />I .M. 101=01 - to_
<br />8.2) CAL,K-IN & SOUO-,$ET MCHORS SHALL BE EMBEDDED 7/0' INTO ',HE CONCREYIE JBILOOL UNIT, EL " tiA.44 67 %. 1- 24 GAGE GALVANIZED STEEL STORM PANEL ORMAN To,
<br /><:;� �_� _____
<br />SYUCCO SHALL BE PERMITTED, 1/4- 020 SCREWS USED SH-u BE I ,/2' LONG MINIMUM SHO'UOLD P=ST� * ,� w/1"Aw.
<br />___ F
<br />AND I' NANIMIJM FOR WALLS WITH NO STUCCO. - , z;
<br />t V. S , � p _
<br />TE p 17LE-CO..- \GLOBAL PRMCTION PRODUM. LLC. PAID
<br />. - - / T
<br />- - -
<br />6.3,) IN CASE THAT PRECAST SIGNE� OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS , 4v. Z� 'J'Am
<br />SI IOU -A 4 ", = -
<br />�� ..,
<br />�,
<br />A,#� E�OR 'r 2=01%4=1% 20-175
<br />J,V�/ "- is , 00M. ft")M-l�6� =O�qswIrm
<br />EXISTING WAU_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE 94HIND SUCH 1 ,9 01-1,"
<br />��.o
<br />sh;;
<br />_ _ATIAZ�
<br />I.
<br />ANCHORAM SHALL BE AS MENTIONED IN 8.1) AND IN B.2) V", ,.,
<br />11011141,1+0001, P4 SMAPPAIT""It CA-aWRII. -.1 - I - 11 - I - CAAARAT .:
<br />WALTV 4 0 .� FIE !IMF I or to
<br />. am is, I . I I I . T I
<br />I
<br />INSTALLATION 129AILS FQR REGULAR PANEL
<br />INJO POURED CONCRETE 08 CONCRETE IWO 5TRUOTURES
<br />I
<br />__gSTING POURED CONCRETE
<br />�___910*111%:X0UI1w1L1r11`CIE I CONCRETE: BLOCK
<br />C
<br />:::: _ RECUTAID o REODAM
<br />CONCRETE ANCHORIS - C0194METME MCHOFS
<br />(SEE SCHEDULE OR—- , 'EEC _EOULC a" ___ '
<br />COSTING POURED
<br />SHEETS 0 THROUGH 103
<br />4) SHMIS 1 14RDIZI i - L2) C04CRETE OR
<br />-I -
<br />-1 CONCRETE BLOLn� --(�) "
<br />REWIRED,
<br />" - .. e:;�,=
<br />ii/A' I t.- 1 I/4' i I
<br />I;-
<br />--- ______ � ; "" CONCRETE ANCHORS �, .- 1___j
<br />I ; __ ____ ___4
<br />t (SEE SCHEDULE ON � I
<br />� !I i .
<br />� SHEETS 9 THROUGH
<br />E P , E_p� ; 1 1
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<br />. I—- _111�'. I I ,I I I r- I
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<br />I
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<br />ON SHEET 3) PANEL LENGTH . - - I I . i I
<br />=9 I � � . I
<br />I (SM SCHEDULE i "v max. JAMon, P 'L, a
<br />I � I utm,.
<br />I I ON SHEET 3) 4 I . PMUL LENGTH , PANEL
<br />. -4 we SC �
<br />CONCRETE ANCHORS I --- __ I � A SC F I
<br />I- , (SEE 904MLXE
<br />__ �_ t. � ------ I_ I 11- - - __'A_ . k (SEE SCHEDULE
<br />-11 - ,
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<br />(SEE SCHEDULE ON i I i-
<br />i I; . ON SHEET a) 1_��--r,�Z-1--11-- ON SHEET 3)
<br />SHEETS 9 TWOUGH, I i T' - - - -r �
<br />_T a
<br />I 1 1 � I I I
<br />$02 EX . 4 � ; !
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<br />E I Man KWO � f I @ j � l!&
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<br />i I I , - 00OWREM I 0 12 I/Z- OZ. j ; I (AS APPLICASILE) I
<br />I � - CONCRETE , I CONCRETE ANCHOR!� ,,
<br />i .�� . .� I W.I. HER R~ LM I � i
<br />. A
<br />., I i . - - _NA ]AILM TEX SMAR, OR - I _,___
<br />� .
<br />1-1 _. � 0 1 - i 1/,--:rw �, AA W/ NUT REGUIRED. - I I - -_ - --- _L__ - _ I (SEE SCHEDULE 04 -_ --- 1
<br />40.E - I 11 stem a THROUGH 101
<br />t 9 12 1 04.
<br />- �, I min'- !, �- ONLY WHEN SOLID I
<br />__ LOWTON I 7 M11 CALK -IN ANCHORS
<br />I � . WHEN EXISTING POURED CONCRETE
<br />'� � � 4 I ARE USED 1, - DR CONCRETE BLOCK
<br />C FATIOUILATES
<br />: ,%a
<br />ALTERNATE 11-fucMIAOURED CONCRETE REQUIRED.
<br />ANCHORS R RM EILOCK nFoutoro. C04REM ANCHORS - ARE OSEG.
<br />MUiT
<br />(SEE SCHEDULE ON ON
<br />SHEETS 9 THROUGH 101 (==
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