|
/T1 ME Ilnic•
<br />TiLLir TESTING a ENGINEERING COMPANY
<br />WAT TRR A. '171M, JR., PE.
<br />YLPIL LWM-X& 44147
<br />PL CA U.- N. m711
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-C72A•01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection FJ%du&;&LL=
<br />4800 S.W. 51 Street
<br />Davis, Florida33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Waiter A. 71111% Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 2 - Method 1FloridaDepartment
<br />G 0 3 M od D of the Flor da Business and
<br />of s
<br />Professlonal Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shag be subject to review and revision In case of
<br />a Building Code change that may affect Its 11mtations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2-1. PRODUCT EVALUATION DQGIIidi XT [P L AEA t•
<br />Drawing No. 20-176, titled 020 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by 7ilteco, Inc.; signed and sealed by Waiter A.
<br />Tlllit, Jr., P.E.; dated 0712812020. This drawing Is an integral part,,�A, [,&'
<br />Evaluation Report, A61
<br />N0.44167
<br />•�..FSSf[OPIOa•,C
<br />6355 N.W. 36th Street, Suite 303, Miami, Florida 33166 - Pine (305) 871-1530 N,fs, f� T
<br />PRODUCT IMAi VATION REP011 ' NQ- INM01 2
<br />Z Z TEST REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering A,
<br />Testing, inc., Reports # 96-689 dated 08/09/1996, #96-570 dated 0911811996,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009,
<br />Signed and sealed by Frank Grate, P.E.
<br />2 S. STRUCTURAL ENGINEERING CAL CUL.ATK]NS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1610 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03/12/15, signed and sealed by Waiter A. Tillg, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. iMND LOAD$ RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />16,19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-178, Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />14, 15,17. 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />�atAtR+A Nrr�l/
<br />�tCENS�C r9
<br />167
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<br />STATE OF 4
<br />y�cF • F 0 OONAL
<br />rrANIfHI11p1LH,HA
<br />PRnDLCT TnIA•s.ttATEONREPDR'r NO. 20•B77a.01. 3
<br />6. MATERIAL CHARACTERISTICSAND SPECIFICATIONS:
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing
<br />No.20.176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (RED.), drawing No. 20476,
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thti 4 and 11 thru 16, indicated
<br />on sheet 21 of 2e of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tliteco, Inc. and signed and sealed by Wager A. Tilt, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on sectlon 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame Structures.
<br />Product Evaluation Report prepared by Walter A. Tilsit, Jr., P.E. (Florida License
<br />No. 44167), President of Till soo, Inc. (Florida CA-0006719).
<br />�a��C,, .....UT
<br />.44167
<br />STATE OF
<br />(OR14��rZ�
<br />AAA /ON At.
<br />�h1NNunu+lllw
<br />WAIU
<br />DA TILTECO ADMON RECORDS 1 P. E. REPORT-20 T GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PAN9.1 DRWG B 20.1761 REPORT 920-071AW
<br />1 Le I ECO IIVc.
<br />TILLif TESTING Q ENGINEERIM COMPANY
<br />waLA. TILLrr, JR PErt•ExHtYW■i�,w mPRODUCT EVALUATION REPORT
<br />aA167
<br />7Lf:.A• tleMa■ No.0TOE719
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LLC
<br />48DO S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Wal1lterA. Tight, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method I of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />21. PRODUCT EVALUATION DOCUMENT (P.ED.1:
<br />Drawing No. 20-176, titled -24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tiitecc, Inc.; signed and sealed by Water A.
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing Is an inte$$ghtl4tt�'!¢feSj� s
<br />Evaluation Report. 167 -
<br />7 •Lit � 1k �
<br />�• • TATE OF •���
<br />s�p� F DR10 •.��•A
<br />6355 N.W. 36th Street, Suite 105, Miami, Florida 33166 -Phone: (305) 871-1 „? -1531
<br />PRODLTC r LV . I.t:ATION IRRIKIRT Ilin 284M7M 2
<br />2.2 TEST REPORTS:
<br />Large missile impact Load tests were performed under SSTD 12-99 standard as
<br />per section 1eO9A.2 of the Florida Building Code, Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03H 1102 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespeda, P.E. and Henry Hattem, P.E. urge missile impact and cyclic
<br />loadings per Protocols TAS 201 81203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10. dated November23, 2010, signed and sealed byJuho E.
<br />Gonzalez, P.E.
<br />Tensile test report No. SCM-198 by OC Metallurgical, Inc., dated March 13. 2000,
<br />signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2..3. STRUCTIJML ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />secdon 1604 of the Florida Building Code. Calculations prepared by Tiltsoo,
<br />Inc., dated 12/15/10 and 08/27/13 (for this revision), signed and sealed by Waiter
<br />A Tull, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCOC _
<br />Large miasif® Impact under section 1609,1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11.
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11,13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-N Standard.
<br />PRODrICrEVA1,11ATTON E13MT110. 264M7.02 3
<br />5.INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3thru 8, 12 thru 18 of 16, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.175. Minimum separation to glass shalt be as indicated on
<br />sheets 3, 6, 13, 14, 15, 18 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t..MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shag be strictly In accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 1a, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No.20-175.
<br />7, LIMITATIONS AND CONDITIONS OF USE•
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Titeco, Inc. and signed and sealed by Wager A. Tlllt, Jr., P.E.
<br />72. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />woad frame structures.
<br />Product Evaluation Report prepared by Water A. TAllt, Jr., P,E. (Florida License
<br />No. 44107), President of Tlltsoo, Inc. (Florida CA-0006719).
<br />WAYU
<br />D:1 TILTECO ADMON RECORDS 1 P. E. REPORT.2(
<br />06ALVAM2ED STEEL STORM PANEL IDRW( 020-1761
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<br />COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS 1/4. 2/4, 3/4. 4/4. 5/5, 7/5.
<br />: S.3) IN CAME THAT PRECAST STONE. ON PRECAST CONCRETE PANELS, STIICOD OR MOOD BOARDS BE FOUR ON THE (SCALE 1/2-1'
<br />1W/10. 2W/10, 3W/10, 4W/10,
<br />OWING WALL AHOIDRS SHNALL R LOW CROUCH TO ITGCTI THE MAR stRUCTUNE BMWSVCAI PANELS, 6/5
<br />1. SI(NBI PANEL SHOW oN TINS P1Toaucr EVKIaT,ON DOCUREa/T (r.EZ.) Has SEEN VERIFIED FOR COMPILANCE IN ANCHORAGE SHAH. BE As MENTIONED IN &I) AND IN 8.2). ����_� .��.._.�-1a196' (TOTAL WON) - ^+- _,a,196' (TOTAL weTH}- 5W/10, GW/11 a 7W/11
<br />1/4*-
<br />ACCORDANCE WITH THE 2mo pw EDITON) OF THE iLp1RA 91LIDaD CAGE (C) TO EDSIND IIDOO fraL SPEl30 uAa1Y. a . OAS r o"u, T.
<br />,2JOD' (ETECTAE MOM}-- i t-""--- �• -'1• yip, 'FOUR COMMIT SEE 3MAU MOW SECTORS ON arts to to s B-" r Eat_
<br />1/4Y TA
<br />AN(SDRS. AS i X—YUIED BY I.T.W. BUIDEL Oc. ? ,
<br />OESION WIND
<br />SPEED
<br />S BO M DETERMINED RI PER SECTION EN1200F THE ABOVE MENTIONED COOS. _ �14-10 PAMIRMTE FEMALE D AND PARLMATE PLUS ANCHOM AS MANUFACTURED W ELCO CONSTRUCTION PROOUCIS. sit'/•'- 11• �'
<br />FOR A WIND 8P® AS 11ED,ARD a THE ARIL7E7IDN WHERE THEIR SHHUTIERS cull BE wiLLlE4 AD. 1 4Y LAO aCREMS PER N.O.S. _
<br />FORA DWJMONNITY FACTOR It0-.OS5. USING ASCE 7-10 AND SNA L NOT E7RSE0 THE
<br />ML4101RRH (AJ.0.) - ! i I /--/.360'-1 /� a0W IM.. TNGt 1.�0• 0 0
<br />DESIGN PRESSURE RATINGS INDICATED ON SLEETS 7 TH RU 12, 14. 15, it Ill a 20. - 7/ilre . 5/5' MOOD BV9MD. AS DWRBUTED BY ALL POINT SCREW. BOLT R SPECIALTY CO. -, - ~'� t L sit
<br />a1 MINMUM ilaIE/DED PENETRATION INro wood a rAPCdI ANCHORS 9AY1 BE i 1 1 Apr ' -- A a t D.M., 2U. 3U. 4O+®F r-r T r -Y - r-r- r r r r i� r' ' - r r--i- r-r-, -i- r T -- - 1� t=
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE "ON WIND LOADS DETERMINED PER ASCE 7-16 ) /Y AND z• FOR ELL'0 PANELANTE PLUS . `. f • . I r , , , � , I , i-�,--, , ^• 1 � Q
<br />GKWAM TOM
<br />sINAL4 tE FIRST REDUCED TO ASD. DESIGN WIND L011D8 rn MA7PLYSD THEM er 0.6 w ORDER ro AND PANEAAALE FEMALE D. / o.Dia' MIN. TH1Dt / I aRADt >b
<br />COMPARE THESE W/ MAX. (ASD) OFSM PRESSURE RATaDS INDICATED ON SHEETS 7 THRU 12. I4, IS, 14, i6 A, 20. ) 2' WWJAM STM tDGE / t 2 i TYP. iss ¢-ao , 4 3 4 6 / 1
<br />C.2) MINIMUM THREADED PEWMATION Or LAC SCREW. INTO THE WOOD FRYWE IUMT SHWi BE T 2•. ID THREADED 2.000' / TYP. A61M A-■s ` DUAL
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<br />w ORDER ro VERITY THAT ANCHORS ON THIS PEA). AS TESTED WERE NOT DYEx SIR'i9E0, A SS aNL3EASE N ALLOWRKE PDE7RlT10N wro snic,.» SIMALL a CONSIDERED AS PART OF THE REOUMV THMADW I t/2-.. NO -- D - ala0f so wilt BE'►AI• s.T Li
<br />STRESS FOR WIND LORDS 1A5 WIL USED IN THEIR ANALYSIS. PXVIDERS SPACING TO MOOD HAS KEN DETERMINED IN TIDTE 0-0 UAW. r^�
<br />ACCORDANCE WITH H.D.S. mHa. 0.3) MNMAw EDGE DISTANCE a UAG SCREWS. WltO YHT10D SNMl BE AS INDICATED IN THIS DRMWNG
<br />E,a[7AL A •6.6 13.rAL A
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<br />STORM PANELS ADEQUICY FOR IMPACT AND WOO
<br />CE HAS KEN VERIFIED IN ACCORDANCE WITH
<br />ON IMS OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENCNEEP04i R TESTING REPORTS -SW. WS770 III 96-TM AND L.-_ 6.� T.bO• f � - � •�'_� Q L
<br />c.aJ IMaWw PENETRATION a WOOD BM5H6HD sH1ALt ■ s/e•. ,/a• r-20 SCRIMS USED SNML IN , I!r LONG IIIINNRI iJ10• I.
<br />FVESIROON TESTING LAB. INC.. REPORTS J2032 a 021U . AS PMMWLS TAS-201. TAS-202 AND TAS-203. SHOULD sn=o ow, AND I• momw FOR vaus WITH NO mucco.
<br />AS WELL AS AIERICAN TEST LAB OF SOUTH FLORIDA REPORT 10219.01-00. AS PER TAB 201. TAB 202 AND ) Q) STORY PANEL � END STORY PANEL � �.�A V -�
<br />TAS 203 srmiomw& C.S IN CASE THAT PRECAST STONE• at PRECAST CONCRETE WINES, STUCCO OR MOOD BONZES K FOUND ON THE COSTING v
<br />WALL AM SMALL
<br />LBEBE MOTIONED NEDMI N A REAL) THE MAN stT•LCTIN[ BDarD SUCH PANELS. 2.t1R7'—.-, U Q (�
<br />2. ALL AUiM/W SHEET 0lS ro LE AT CLOSURES
<br />ALLOY AND HAVE 31 5-441Ss ALLOY.
<br />SE /DfFo). SEE SHEET 2. WALL MOE RS SMALL BE .B MOW. ENo IN TO CS) . C.4) _Y. 1 ^{
<br />]. ALL Al1IwAw SHEET METAL USED At CL091RS SHALL HAVE ItgS-His ALLOY. �___.._.._.. E, p, / / 1p,
<br />4. ILL S1EFA. SHEET METAL PAWLS SIY1l1 HIAVC STWIICNMI, DUALITY STE0. A51Y A-653 GRACE 50 NHa6M1A,. 0-60 6. PANELS ALSO BE IDOrCMNTAL.Y fIXLOR90 a15TALATON 11E.TAN.s 9WWIN ON SECTOR 1HWIaKa1 0 (SHEETS s PANELS 00 LP, � } � ,.locr �� .125• 301 SB6Ef SIN�SOQ ��• LAI�i.TED PANELS
<br />• I � � B' � /IS
<br />w/ ABL•ED ENE "� . .Roo• R a r +'. 2'•+37. sRD RNEIFD S,a. 910 "-i 75Cj'' ,Y"' eaTEDsv 80Li w% 7 /Na'• - - - -- r: V�/
<br />S ALL SCWWs CALWOOLD BE sr/aRESS STEEL 304 OR 31u6 N9 SUM ON CORROSION RESISTANT OOATW CARBON STEEL As PER Willer i i (� .� VIM • ro NNBE •wVEft�` _. _'j -"t (SEE sECTI0N15 As / � s j A' .1-+ THROUGH UGH 6) UCEPT THAT HILAOER6 0 Al ® SHALL MCI K USED- - .i..
<br />DIM SOOtB w/ SO bl YIELD STRENGTH AND 90 ha TENSILE 5TREMCNI t sHMEl CQiPI.r w/ FLORIDABULOwG MADE M. o SLWL BE THE RESPO SBRNY OF THE CONTRACTOR ro VERIFY TH1E SOLI OF THE STRUCTURE WAI E yNm'R 5 TO BE �- . '� 30� .1 � .ar � I ,1 1/Y of ti ,!1' 0.0. (SEE sEC110Ns As APPUGiBIE) �
<br />i ATTACHED 1Tl RiS1RE PROPER ANCH,dbY.S. TIR$ SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD iwN/E
<br />SECTOR 241 3530A. PJLD I65. i 1 .093' Apr ' 25 2.000' IJW � �-- sm /.SpO'
<br />S. BOLTS ro BE ASTM A-307 0ALWRED STEEL. OR ASI 304 SERIES STAMM STEEL, WITH 36 NA MaINRw YIELD ` �- / 2.T. .OLI' 2'11 • � I OEna 1 6 '�' Dow t I - -- - y � {� � CU STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENGTHS OYU W-e THROUGH 1r-4-. AS PER SECTIONS 6. A 9 • 10 MID AITEOWNES BR. R, TJb t L__- 1 H �T
<br />GO a NOR 014 94MM 3. 6 ! 12 RESPECTYELY: SHALL HAW A LEDGE AND READILY YMU /A A04 iNSTRUCTPHG OWNER OR !L I (Y
<br />•' N
<br />T. ANCHORS ro wMtL SNMLL R AS FOLLOWS- TENANT ro SECURE PANELS WITH APPLICABLE N[INaOIOp.ENT Ot111Nc PERIODS OF HURROANE WARtIN1G. { R a J15 L- .I..
<br />(A) ' 11. THE NSTALUM N CONTRACTOR M 10 SEN,/CAUN ALL S1a/TTER coin IM EDGES MMCH REMAIN IN CONYwUWS CMIXT MAIM 1Br- i -------.__..v-S• Mae---1.900•--: LiJOD'� / !� N ♦ ♦ ^`
<br />1/4Y TAPCON ANCIIOR6 N4 MAHNFACTLSED 6r A.T.W. Sul,=. INC. (Min. rc-3 92 Ps.L) THE BWooc TO PREVENT Ww0~ artR OM l VIEW DETAIL A TIN V Y/
<br />1/4' a . 7/6• CAK-IN ANCHIORS. AS MANLwAC'SURD BY OFWALT INC. (MIN. ra-3000 P+a•) I^-2.000' 2.000'----` N
<br />3/4. SOLID MNSgRS, AS MMW TO ITT ALL PORT SCREW. BOLT t SPECIALTY CO. __ ___ __ _ _� ___ _.
<br />(MIN. re-335o P...i. 11 PRONGED BY JURISDICTION WHERE 3 � w TT16 MAmNc PLUS ANY BUIOMiC N6R zoNNIG REGULATORS END UP Ill "DOW EDGIE. •j "ter HEADER 3 w r HEADER 4 AN= wf H STUD D.�t.. 4 i 3• MAX_ w o - - C - -- -- < C
<br />14- rc AINEU aE FI O O•�Ti"�•CU
<br />T
<br />f UN. PINE P. FEIWE O t IARELMATE PLUS ANCI,01lS. As MANUPACTUIm BY Ei.m C0115TO1C,10N PRODUCTS. 13. (a) 1W PRODUCT SPECIFIC
<br />CIFIC PION OOCUEWT (P.ETH PREPARED IT THIS %Wit FROM
<br />S GENERIC ND GOES HOT PgWBE WBOREIILI,ON (was) REVERSE MUDF� i�r w11 "-' Q
<br />FOR A SITE sPEaFHc PROJECT; La. INHERE SHE SITE COIDt1HOR15 DEAAAi FRpI THE PiD.1/4, 2/4, 3/4. 4/4, S/S, 7/S, --i
<br />1/Cr CF TAP -CAP ANCHORS. AS YANUFAC7URE0 BY iPU-FAST CORPOIR+O10N7 (r4-3600 asi) r --r 1 ,- 1W/10. 2W/10. 3Mr/10. 4W/10. 1• w O
<br />Ai) AMNaRA1 frBF0NEN1 OF TAPCON ANCHORS aao 1•D/lEp CaMpIE7E SMALL BE , 3/1•; Y FOR ►AMELMARE FEMALE ro) CONTRMCM TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UE SATT" OF THIS PRODUCT SEE W1/I4 R ]/11 J74• 6/5 LL
<br />BASED ON THIS P.E.D. PI DED W/SE DOES NOT WAAIE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT ( E-� P Ty► TOP sect 374 ,�• J74• .aw --, .750• r SW/10, 6W/11 R 7W/11 �E
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