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HomeMy WebLinkAboutProduct Approval 6A u �_,,� :.oriaa rsuuaing t-oae vnune rage i of,+ 9 Ills jr nonda Departmentof BCIS Home ! Log In User Registration Hot Topics. Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map i Links Search Busines. Professi �al *FMI product Approval USER:Public User Regulation POMP MT mgm= Product ADDroval Menu>Product or ADolication Search>Aoolication List>Application Detail - -- e FL# FL5013=R Application Type Rev'sion Code Version 2014 ' Application Status Approved Comments Archived Product Manufacturer Roll-a-way by QMI Address/Phone/Email 1661 Glenlake Avenue Itasca,IL 60143 (727)744-5332 dfowler@gmiusa.com Authorized Signature Donald Fowler dfowler@qmiusa.com Technical Representative Donald Fowler Address/Phone/Email 1661 Glenlake Avenue Itasca,IL 60143 (630) 529-7111 dfowler@qmiusa.com Quality Assurance Representative Jim Daluga Address/Phone/Email 1661 Glenlake Avenue Itasca,IL 60143 (630)529-7111 jdaluga@qmiusa.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Donald Lynn Fowler developed the Evaluation Report Florida License PE-0050458 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Sanders Elliott Structural Engineering, LLC Validation Checklist-Hardcopy Received Certificate of Independence FL5013 R7 COI FL 5013-113 Disclosure-Valldator.Ddf Referenced Standard and Year(of Standard) Standard Year E 1886-02&E1996-02 2002 E 330-02 2002 TAS 201,202,&203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%... 9/3/2015 rionaa tsupaing uoae un1me rage of 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/21/2015 Date Validated 07/13/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/19/2015 Summary of Products FL# IMIodel,Number or Name Description 5013.11138ER Roll-a-way by QMI 38mm extruded aluminum slat system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ. Span 156", +/-31 FL5013 R7 AE CTLA 2017W p.s.f., Max.span tested 144",Test p.s.f. +/-40, Large (US60ER,P55DER,1138ER.P55ER,P55TER,- Missle"C"91b @ 5OFt/s.Weakest product tested to P55ER2ND). df qualify the stronger with additional testing to verify span FL5013 R7 AE FL 5013-113 Address Change Notice.pdf charts.All span limitations are performance only and FL5013 R7 AE FL 5013-117 revision PE Report.pdf may be limited further by choice of mounting FL5013 R7 AE HETI-99-830A B C(Removable Storm configurations. Bar). df PTID 5013 T ATL Report No.0126.01-00.odf PTID 5013 T ATL Report No.0316.01-05.pdf PTID 5013 T HTL Job No.0006-0106-03.pdf PTID 5013 T HTL Job No.006-0224-03-11.odf PTID 5013 T HTL Job No.006-0224-03-9.1)df Created by Independent Third Party: No 5013.2 AL7-E Roll-a-way by QMI single wall extruded aluminum slat with end retention screws and rails. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.0f Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +100/-100 Evaluation Reports Other:.Not to be used in the HVHZ. Span 233" +/-35, FL5013 R7 AE CTLA-201W-1(AL7-E).pdf p,s,l., maximum +/-100 p.s.f. at span 102",All span FL5013 R7 AE FL 5013-R7 revision PE Reoort.0df limitations are performance only and may be limited FL5013 R7 AE TensileTestCTL.Ddf further by choice of mounting configurations. Created by Independent Third Party: No 5013.3 P55DER R,1111-,-way by QMI 55mm extruded PVC slat and double extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.odf Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ, minimum span 37". FL5013 R7 AE 91850.01-401-44-RO.odf Span 164", +/-10 p.s.f., Max.span tested 144",Test FL5013 R7 AE CTLA 2017W p.s.f. +/-40, Large Missle"C"91b @ 50Ft/s.Weakest (US60ER,P55DER,1138ER,P55ER,P55TER,- product tested to qualify the stronger with additional P55ER2ND).Ddf testing to verify span charts. 36"span tested to +/-287 FL5013 R7 AE FL 5013-113 PVC Certification.odf p.s.f..All span limitations are performance only and may FL5013 R7 AE FL 5013-117 revision PE Reoort.0df be limited further by choice of mounting configurations. FL5013 R7'AE HTLO06-0106-03(P55DER).pdf Created by Independent Third Party: No 5013.4 P55ER Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%... 9/3/2015 r1UL1Ui1 17U11U1i1� l VUG VililllG age J 01'+ Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.0f Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ. Span 164", +/-10 FL5013 R7 AE CTLA 2017W p.s.f., Max.span tested 144",Test p.s.f. +/-40,Small (US60ER,P55DER,1138ER,P55ER,P55TER,- Missle. Weakest product tested to qualify the stronger P55ER2ND). df with additional testing to verify span charts.All span FL5013 R7 AE FL 5013-113 PVC Certification.pdf limitations are performance only and may be limited FL5013 R7 AE FL 5013-117 revision PE Report.pdf further by choice of mounting configurations. FL5013 R7 AE HTL 006-0224-03-11 (P55ER- P55ER2ND). df Created by Independent Third Party: No 5013.5P55ER 2nd Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.odf Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ. Span 132", +/-17 FL5013 R7 AE CTLA 2017W p..s.f., Max.span tested 144",Test p.s.f. +/-40,Small US60ER P55DER 1138ER P55ER P55TER - Missle. Weakest product tested to qualify the stronger P55ER2ND).Ddf with additional testing to verify span charts.All span FL5013 R7 AE FL 5013-113 Product Evaluatlon.pdf limitations are performance only and may be limited FL5013 R7 AE FL 5013-113 PVC Certification.pdf further by choice of mounting configurations. FL5013 R7 AE FL 5013-117 revision PE Report.pdf FL5013 R7 AE HTL 006-0104-05(P55TER-P55ER2nd 72PSF). df FL5013 R7 AE HTL 006-0224-03-11(P55ER- P55ER2ND).ydf FL5013 R7 AE HTL 006-0224-03-9(P55ER2ND).pdf Created by Independent Third Party: No 5013.6 P55TER Slat type Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By: Donald L. Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in HVHZ. Span 144", +/-40 FL5013 R7 AE ATL 0316.01-05(1355TERM)df p.s.f., Max.span tested 144", Large Missle"C"91b @ FL5013 R7 AE CTLA 2017W 50Ft/s. Weakest product tested to qualify the stronger (US60ER.P55DER.1138ER.P55ER,P55TER.- with addional testing to verify span charts.All span P55ER2ND). df limitations are performance only and may be limited FL5013 R7 AE FL 5013-113 PVC Certification.pdf further by choice of mounting configurations. FL5013 R7 AE FL 5013-117 revision PE Report.pdf Created by Independent Third Party: No 5013.7 QOMPACT Roll-a-way by QMI extruded aluminum slats that cluster tightly with end retention screws and tracks. Limits of Use Installation Instructions Approved for.use in HVHZ: No FL5013 R7 II FL5013 R7 150521.odf Approved for use outside HVHZ:Yes Verified By: Donald L.Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +160/-160 Evaluation Reports Other: Not to be used in the HVHZ.Span 236" +/-40 FL5013 R7 AE FL 5013-117 revision PE Report.pdf ,p.s.f,, maximum +/-160 p.s.f. at span 96".All span FIL 13 R7 AE FTL Lab. Number 6869.Ddf limitations are performance only and may be limited Created by Independent Third Party: Yes further by choice of mounting configurations. 5013.8 US60ER Roll-a-way by QMI 55mm double wall extruded aluminum slat with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.Ddf Approved for use outside HVHZ:Yes Verified By: Donald L Fowler, P.E. 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Not to be used in.HVHZ, unless equal to or less FL5013 R7 AE ATL 0126.01-00(US60 garage door)odf than 96"wide(span)x 96"high(+/- 100 PSF). Span FL5013 R7 AE CTLA 2017W 156", +/-31 p.s.f., Max.span tested 144",Test p.s.f. +/- US60ER P55DER 1138ER P55ER P55TER - 40, Large Missle"C"91b @ 50Ft/s.Weakest product P55ER2ND).pdf tested to qualify the stronger with additional testing to FL5013 R7 AE FL 5013-R7 revision PE Renort.pdf verify span charts.All span limitations are performance Created by Independent Third Party: No only and may be limited further by choice of mounting configurations. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL`/o... 9/3/2015 TYPICAL SINOISUNIT TYPICAL MUL7IPL13 DMT ELEVATION ELEVAMN (a0 STORM BARS REQUIRED) (NO STORM HARE REQUIRED) (IJNiI'S SHARE CENTER POST] CI&O tHE ORIGINAL 00 o mn mG BY ° $k ut b LG C QM1 4Q 4a A A A A .. Z z M z a rT, MA%. SLAT"{SPAN 3.OR MAX. SLAT SPAN MA%. SLAT SPAN 2 102"--I I----SEE SL'ATffPERFORMANCE AND ... ... 2 1/2" SEE SLLAT PERFORMANCE AND SEE SUIT PERFORMANCE AND O W U / ATTACHMENT SCHEDULES ATTACHMENT.SCHEDULES ATTACHMENT SCHEDULES GT•a A A TYPICALMULTIPLE UN77 L� W TYPICAL SINOLEUNTI' MAX. SLAT SPAN ELEVATION ELEVATION SEE SLAT PERFORMANCE ANO (STORM BARS REQUIRED) Z �+ (STORMBARS REQMRHD) ATTACHMENT SCHEDULES (UMTS SHARE CENTER POST) B B E S VI .••• S S �ppo��prp CVf Y Y •. A W�•a•`� 4 A A A A DIP Dore 4-01,04 nPfIIOKP DLF SEE GENERAL DA- °' 3" OR _ .� SLAT SPAN 3"OR SLAT SPAN �I SLAT SPAN NOTES PAGE 2 9R 3-01.031 2 t 2 2 1/2• / B A TRACK TO TRACK TRACK TO TRACK TRACK TO TRACK 3/e•=1.0' 1 26 GENERAL NOTES: 1. THIS NOTICE OF ACCEPTANCE DRAWING FOR END RETENTION ROLL SHUTTER PRODUCTS IS DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE(FBC).OUTSIDE THE HIGH �c VELOCITY HURRICANE ZQNE.WIND LOADING REQUIREMENTS SHALL BE DETERMINED USING ASCE 7,WITH.EXCEPTIONS AS PER FBC 2014. PRODUCT TESTING RECORDS C AND REPORTS PER ATL 0126.01-00,AI'L 0316.01-05,HTL 006.0106-03,ATL 006-0224-03,HTL 006-0104-05,AT 91850.01-401-44-RO, [LETT 99-830-A,ITE1T 99-830-B.HM 99-830-C. 2 jv CTLA 2017W.AND CTLA 2017W-1. PRODUCT DESIGN AND TESTING ALSO COMPLIES WITH THE INTERNATIONAL BUILDING CODE(IBC)2006. m 2. ALL ALUMINUM EXTRUSIONS SHALL BE SPECIFIED HERE-IN.ANY SUBSTITUTIONS SHALL BE APPROVED BY A LICENSED PROFESSIONAL ENGINEER. ® � 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES WITH MINIMUM 50 KSI YIELD POINT AND MINIMUM 85 KSI TENSILE STRENGTH,ALUMINUM.DACROMET COATED STEEL,OR GALVANIZEDSTEEL. u (SS SMS=STAINLESS STEEL SHEET METAL SCREW) 4. STORM BARS SHALL REMAIN IN PLACE DURING ALL WIND EVENTS.SHUTTERS SHALL BE ROLLED UP IF REMOVABLE STORM BARS ARE NOT REPLACED BEFORE WIND EVENTS. 5. ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED): (A) TO EXISTING 4000 PSI MIN.CONCRETE,OR AS SPECIFIED HEREIN: -01/4"TAPCON ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES -#14 CRETEFLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES -03/8"POWER BOL'L'S,AS MANUFACTURED BY POWERS FASTISHNG,INC(3/8"POWER WEDGE BOLT MAYBE SUBSTITUTED). NOTES: A..1)MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX ANCHORS ANCHORS INTO CONCRETE SHALL BE 1 X4-UNLESS OTHERWISE SPECIFIED HEREIN. w A.2) MINIMUM EMBEDMENT OF POWER BOLT ANCHORS SHALL BE 2". U t-] A.3) IN CASE THAT PRECAST STONE,PRECAST CONCIU TE PANELS ARE FOUND ON THE EXISTING WALL. ANCHORS d SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE PER THE LISTED MINIMUMS. � z 7 (B)TO EXISTING CONCRETE BLOCK WALL: (ar 0 0 -01/4"TAPCON ANCHORS.AS MANUFACTURED BY ELCO INDUSTRIES W (Y, 414 CRETEFLEX SS4 ANCHORS.AS MANUFACTURED BY ELCO INDUSTRIES U NOTES: U B.l)MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4"UNLESS OTHERWISE SPECIFIED HEREIN. B.2) MINIMUM EMBEDMENT OF CRITFFLEX ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4"UNLESS OTHERWISE SPECIFIED HEREIN. w0 a., u B. 3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,ARE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO RFACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4"MINIMUM. W Z Q (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ,U_, W 0 (D)ANCHORAGE TO WOOD FRAME BUILDINGS IS SPECIFIED IN THIS DRAWING. (, a (E)ANCHOR MINIMUM EMBEDMENT DOES NOT INCLUDE EXTERIOR FINISH. Z ( 1)ANCHORAGE SHALL BE INSTALLED INTO THE BUILDING'S MAIN WIND-FORCE RESISTANT STRUCTURAL COMPONENTS TO ENSURE A LOAD PATH INTO THE BUILDING'S FOUNDATION. 3 6. IT SHALL BE THE RESPONSIBILITY OF TTTE INSTALLATION CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STRUCTURALLY ATTACHED TO ENSURE PROPER ANCHORAGE PER NOTE S. 7. THIS APPROVAL DOES NOT INCLUDE NOR COVER ANY SHUTTER ROLL-UP MECHANISMS,ANY ELECTRICAL INSTALLATIONS, OR MOD114CATIONS NECESSARY TO FACILTI'ATE THEM. 8. TRACK MOUNTING CONDITIONS ARE DEPICTED ON SHEET 10 THRU SHEET 1.SECTION"A-A"(WALL MOUNT.JAMB MOUNT,BUILD OUT MOUNT AND B. MULLION MOUNT)ARE DEPICTED ON PAGES 10 THRU 13.SHARED MIDDLE MULLION TRACK MOUNTING CONDITIONS ARE FOUND ON SHEET 14.15-&16 PER SECTION"B-B". o ANY OTHER TRACK MOUNTING CONDITIONS SHALL BE ENGINEERED ON A CASE BY CASE BASIS.END CONDITIONS MAYBE MIXED/COMBINED. G m 9. LINEAR INTERPOLATION IS ALLOWED FOR ALL GRAPHS,CHARTS,SCHEDULES,AND TABLES. a nl 10.ALTERATIONS OR ADDITIONS TO THE DOCUMENT ARE NOT PERMITTED.DOCUMENT SHALL BEAR THE ORIGINAL SL'AL,SIGNATURE.AND oav 1^ DATE OF THE PROFESSIONAL ENGINEER LISTED. 3 I L THIS PRODUCT APPROVAL IS SUITABLE FOR USE ONLY AS SPECIFICALLY STATED ON THE COMBINED PAGES OF .a o THE ENL'IRE DOCUMENT.ANY DEVIATIONS SHALL BE REVIEWED AND APPROVED BY A PROFESSIONAL ENGINEER SEPARATELY. 12 SLATTYPES P55ER AND P55ER 2ND SHALL NOT BE INSTALLED IN WIND BORNE DEBRIS REGIONS INTHE FIRST 30 FEET ABOVE MEAN GRADE LEVEL. SLAT TYPES P55ER AND 1155ER 2ND MAY BE USED FOR SMALL MISSILE IMPACT PROTECTION OF OPENINGS 30 FEET ABOVE GRADE INTHE WIND BORNE DEBRIS AREAS. u�muv�x 41..F DETAIL LETTER © SECTION LETTER A DA-"- na DETAIL SHEET 3 SECTION SHEET 3 3-01-031 s� max: B F NONE: 2 26 nr . .. N10THREAU . —i t.i}dfl x.148 0.525 T40 TQRX DRM 525 196 Q QOMPAC'T SCREW. QOMPACT SCREW BUSHING 4I0HT SS Q1 ACETEL RYAN 50017 COATING 150,000 PSI ULTIMATE TESILE STRENGTH 3.62 4.25 OXw Z > 1.25 1.25 2.05 SPRING STOP SNAP COVER SNAP COVER RETAIN RAIL ,� Q �a U3 D4 RETAIL RAIL QOMPACT BASE SLAT QMI-664 z A QMI-671 ALUMINUM ALUMINUM 6063=T6 ALUMINUM 6063-T6 z 3.784 , 2.366 .) SCARMSIAT SLA7#1 MATO %ATBI AAT#4 SLATkS q-lv a 8LAT47 SLATn nAT49 SLATAIO SLATNIISIATA2 �"��i,.i •`�` QM-669 QM"30 Qw-63r Q.f"n W433 Qml41 QmF_.m Qx"6 QM.637 QNO-639 t o-a7s W-640 QM-641 Di.F QOMPACT SLATS I - 12. / 8 STARTER SLAT* a 5o f A } mom: 0.52Fr12 ALUMINT3IV1 6{}63-T6 Mom" .3-01-031 *SLATS CAN ONLY BE USED WITH THE RAILS ON THIS PAGE. � a �~ - *'�CAN ONLY BE USED WrM QOMPACT SLATS. �" 3B 26 R ALLOWABLE SLAT SPAN TABLE NOTES: qg 1.THESE PERFORMANCE SPAN CHARTS DO NOT :� h nl ***'""�***'�******** LARGE MISSILE IMPACT SLATS ***************** SMALL MISSILE>W IT GUAIiANTEEUSAGE.TRACK ATTACHMENTS, �� P.S.F. AL7-E QOMPACT US60ER P55DER 1138ER P55TER P55ER P55ER 2ND BUILD-OUT,AND MULLIONS MUST BE VERIFIED D PER INDIVIDUAL ALLOWABLE USAGE CHARTS. r Q 10 233 236 1561, 164 156 344 164' 132' 2."P55ER"AND P55ER 2ND"(REBAR EVERY 2ND - 8 15 233" 236" 156" 161" 156" 1"' 161" 132" -SLAT)SLAT TYPES ARE SMALL MISSLE _ 20 233" 236" 156" 756" 156" 144" 156" 125" AA LARGE MIS5 B IMPACT HURRICANE Cr COMPLIANT AND MUST NOT TO BSHUU TER AS 25 233" 235" 156" 152" 156" Im., 152" 119" SYSTEMS IN WIND BORNE DEBRIS REGIONS. 30 233" 236" 156" 149"' 156" 144" 149" 114" 3.SHADED SLAT TYPES ARE LARGE MISSILE IMPACT (ASTM&1.886/1996-05, MISSILE LEVEL"D") 35 233" 236" 146" 145" 146' 144" 145" 110" COMPLIANT. . ,. ., 4.THE P55DER SLAT TYPE IS RESTRICTED TO A 37" 40 223 236 134 141 134 144 141' 107 MINIMUM SPAN. z 45 212" 230" 128" 137" 128" 131" 137" 102" RW` 0 Pod 50 202" 224" 121„ 134„ 121" 118" 134„ 99" U. „ U 055 19211 W29 114" 114" 130 114',. 104" 130 95" 11 � 60 182 212 10811127.," 108 91 127' 91 p u 1 65 172„ .206 105 . 123 105 78 123 88., 11 � A 70 162 20111 1 102 119f1.I 102!' 6611 I. 11911,1 85 0 W a 75 152" 195•• 99'• 115" 99"' 54" 115'• 82" Z 0 80 142„ 1891. 96" 112" 96" 42" 112" 79" P 85 132" 183" 93" 108" 931. N/A 108" 77" r 90 122" 177" 9D" Im.. 90" N/A 105" 74" :a 95 112" 172" 87" 104" 87" N/A N/A 72" .... . <q 100 102" 166" 84" 102." 84" N/A N/A 69" Z " �' cr. 120 N/A 142" 74" 95" 74" N/A N/A 60" = : 140 N/A 119" 6811 8S" 68" N/A N/A 54" :`a w. 160 N/A 9611 58" 81" 58" N/A N/A 48" q 180 N/A N/A 48" 72" 48" N/A N/A N/A ",............... 200 N/A N/A N/A 65" N/A N/A N/A N/A 220 N/A N/A N/A 58" N/A N/A N/A N/A DAM tosrt� 240 N/A N/A N/A 51" N/A N/A N/A N/A 260' N/A N/A N/A 44" N/A N/A N/A N/A oa oa-ra 280 N/A N/A N/A 37" N/A N/A N/A N/A 3-01-031 B B 91F811 OF 25 f: 0 I388' $ 08 � 8' $ 08 -I $ UI M q� v m IFban9 ym 14C , IF Y Y M Y r + -1-1 Y W 99 n .' OI J OD O N YN m m G G w W 00 m m ae m W W m 00 W m m x AAS, C it N m 40 O O 2WME 'awwwA AAlnm000GK+ maG .Yiw � miiimwt: Ywmwmm N �z d N N W W W a A b b V N 00 bY . Y . 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