|
! P I � 11 1 1 l� I T I. , I !� 1 ;1
<br />Z1I L ECO mcX's
<br />TILLIT TESTING G ENGINEERING COMPANY
<br />PRDD �T FWAL 2
<br />22. TEST REPORIS;
<br />Large missile Impact and fatigue load tests were performed under Protocol$ TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />fRQD1WXXYALUAT10N REPowr Na 2op72sQi
<br />0- MAIERIAL CHAR-ACTERISTICS-AND, SPECIFICATIONS:
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D), drawing
<br />WATTFR A- -PILLIT,.M., RE
<br />I'Ll. L 4'
<br />X C,1 1�m Ni, D006719.
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor spedficationsrshall be as indicated on sheets 1, 7 and 21 of
<br />I
<br />Testing, Inc., Reports ft 96-509 dated 0=91199$, #960-570 dated 09/1811996,
<br />26, of Product Evaluation Doou ment (P,E.D.), drawing No. 20-176.
<br />RODUCT j9VALUATIM REPORT
<br />I
<br />#96-T30 dated 0912011996. all three a gned and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, I'n'C. repoft,# 2032 dated 0411611998 and
<br /># 2126 dated 1010511908 Witnessed by Gilbert Diamond, P.E. and Report No,
<br />7. UMITATIQ 16 NO CONDITIONS OF USE:
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2000, signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattern, P.E.
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE., July 28, 2020
<br />Tensile test report No. 9CM-I 97 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet I of 26, as well as General Notes # I thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of26 of FIlroduct Evaluation Document (P. E.D.), drawing No. 20-ITIS
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E,
<br />prepared by Tilteco, Inc., and signed and sealed by Walter A. Tillit, Jr, P,E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />, _R
<br />2.3. rRUCTU ,ALENGINEERING CAljCVLATQft
<br />7.2. Product may be instafled within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvani;zed Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design Wind load and Oanel
<br />MANUFACTURER: Global fttedlon Ptowigs LLC.
<br />length,based on rational and comparative analysis, and in accordance with
<br />section 1616 ofthe Florda Bulk I ring Code. Calculations prepared by Tilteco, Inc.,
<br />7.3, Product shal I only be installed Into poured corycrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W. 5 1 Street
<br />dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P�E,
<br />Davie, Florlda33314
<br />1. PUREQNE OF EVALU&TVN;
<br />3. MISSILE IMPACT RUISTANCE;
<br />Product Evaluation Report prepared by Walter A. Tiltil, Jr., P.E. (Florida Licorlse
<br />This is a Product Evaluation Report issued by Walter A. rillit, Jr., P.E. (System
<br />La rge missile impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tiltew, Inc, (Florida CA-OON719).
<br />10 #1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol,
<br />MXIII1101lujil"o
<br />610,20-3, Method I D of the Florida Department of Buslnetts and
<br />Pn*sslonal Regulation.
<br />4. _W1RD1.QAWRI58MTA_N_Q&-
<br />01"'t�k N� Tlk�/Sk.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall beas Indicated on sheets 8, 10, 14, 15,
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />S
<br />167
<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 thepurposs Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14,15,17,18,19,2025and4of
<br />STATEOF
<br />at least equivalent to that required by the Code.
<br />20, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176,
<br />This Product Evaluation Reportsball be subject to review and revision In case of
<br />5. INSTAL-LAT-10M
<br />SION-4,"
<br />I"NillooltoW
<br />a Building Code change that may affect b limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2, EVIDENCE SUMMITTE111-
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />Wk TI LTECO AD MON RECOROa A P. E. RliPORT-20 k GLOAAL PROTEOTION F RODUC TS, LLC 20 GAGE
<br />2.1. PEtQQUCT EVALOATLO-N-1.)O.C-U-MENTRY—D�,1,
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEC L VORM PANSLk DRM 020-VS REPO RIF # W-On&01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document
<br />sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />(P. E.D.), drawing No. 20-176.
<br />Tillit, Jr., P, E.; dated 07/28/2020. This drawirig Issn integral part Tziag,,
<br />Evaluation Report, 11�
<br />OF4 N
<br />IS
<br />g .`,��ZENSe
<br />167
<br />No. 44187 a
<br />EOF
<br />40P.
<br />6355 N.W 36th Streel� Suite 305, Miani, Florioda. 31166, - Phute: (305) 871-15,30.. A I
<br />ON
<br />fill
<br />93
<br />WALTEItA, rILLIT, RL, 111. ti to @001,cow
<br />PRODUCI ML11AIMN REPORT R,pr� d46?
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27,2020
<br />PRODUCT CATEGORY: Shurtlers
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME� Z4 GA:QE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: GIQWI ptmctlan Produc%=
<br />4800 S,W. 51 Street
<br />Davis, Florida 3314
<br />1. PURPOSE OF WALUMION,
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID# 1906) to the i3lobal Protection Products, Il Rule Chapter No.
<br />81 G20-3, Method 1 D of the Florida Department of Busi ness and
<br />Professional Regulation.
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordancewith the 2020 Seventh Edition of the
<br />Florida Building Code, arid to verify that the product Is , forthe purpose intended
<br />atlearit equivalent to that required by the Code.
<br />This Product Evaluation Report shall be:sulbjoct to review and revision in case of
<br />a Building Code change that may effect its limitations and conditions
<br />2. EYIDENCE SULIMITTED:
<br />UY-RAID.U91EMILUATION 66CUM 0_60�;
<br />Drawing No. 20-1175,11tted'24 GAGE GALVANI&D STEEL STORM PANELI,
<br />gheets I thru IS of 1 � prepa rod by Tiltoco, Inci; signed and, seated by Walter A.
<br />Tillit, Jr., P.E,; dated 07t2712G20, This drawing Is an inta0
<br />WN060416
<br />Evaluation Report. Q
<br />T OF
<br />6.3155 N.W. 36th Street, Suite 305, MiaraL Flo" 33,166 - PhOfte: (3,05) 871-1 -1531
<br />UATION REMT NO, 24,0727.02
<br />a miselle Impact loadIests were performed underSSTO 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code, Uniform static loads as per
<br />Section 1709A.3, per ASTM E-330, Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814XI-01 dated 03/11102 witnessed by William
<br />R. Manner, P.E., Sortz Moroz, P.E. and Henry Hattern, P. E. and Report No.
<br />02119�011-09. dated February 25. 2000. slaned and seated bv Edmundo
<br />L.ajyc1t;bIJW,LI4, r-r-. dIIU nUfffy ULLUITI, r%r LaUge missue impaci ano cycitc:
<br />loadings per Protocols TAS 201 & 203 as per sealon 1609,1,2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab ofSouth Florida,
<br />Report, No. 1123.01 -10. dated November 23, 2010, Big nod and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-1 98 by QC Metallurgical Inc., dated March 13 2009,
<br />signed and sealed by Frank Grate, P.E, as per AS�M E-8 and Tensile Test as
<br />per QC Metallurgical Report No. I OKM-1316, dated December 1, 2010 signed
<br />and sealed by,Jerry Jacilofeno, P.E. as per ASTM E-8.
<br />2a. ST UC1URALEN21NEERWja9AL9MLATXW%
<br />On 24 Go" 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 />section 1604 of the Florida Building Code. Galculatlons prepared by Tiltsoo,
<br />Inc.,dated 12/1 B110 and 08/27,113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., Il
<br />Large missile Impact under section 1609,1.2 of the Florida Building Code, as per
<br />$$TO 12-99Standard and TAS 201.
<br />4. IMND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to s�.ustalri wind
<br />preSsures, Maximum parrai length shall be asindicated an sheets 3, 9, lo, 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. 26-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shotter assembly, as per SSTO 12-99 Standard.
<br />FROIDTICT
<br />UNSTAUATION:
<br />Installation shall be performed strictly in accordance With details indicated On
<br />sheets 3 thru 8, 12 thru 18 of 16, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />�PIF�T ClIK
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Evaluation Document (P. EM..), drawing No. 20-17S.
<br />"Ild ITATIONS AND CONDITIONS OF USE:
<br />7J � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and seated by Walter A. T111111, Jr., P.E.
<br />7.2. 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 />wood frame structures;
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr�, P,E. (Florida License
<br />No. 44167), President of Tifteto, Inc. (Florida CA-0006719).
<br />EN
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<br />COMEQNEM EQ8 REGULAR A LJEE SAFETY STORM PANELS
<br />8�1) IN ME THAT PR&CAST STOW- OR PRECAST OONCRIDE PANELS. STUCCO OR WOOD BOARDS Int POUND ON THE (SCALE 1/2-1") 1/4, 2/4, 3/4, 4/4, 5/5, 7/5,
<br />OAUD MR 20 WON =3M) EXISTING WALL ANCHORS "AL BE UM ENOUGH TO REAM THE *Wk STRUCTURE WOW SUCH PARM& IW11O, 2W/10, 3W/10, 4W/10,
<br />I. STON PANEL SHOWN OR INS UCT EVALUATION COMMENT (RCIL) HAS BEEN VERIMED MR COMPLIANCE IN MKMORAM SHALL K AS UMVNED IN 0.1) AND IN E,2>� +6/5
<br />ACCORDANCE Wn THE =0 (M EDITION) OF THE FLORIDA SURLDINC CODE, (TOTAL (TOTAL SW/10. 6W/11 & 7W/11
<br />(c) i 3* VAX
<br />1/4-0 TAPOON ANCHORS. AS MANUFACTUROD BY LTIN, BUAUXY� INC, ___0CHORS: MR CONCRETE SEE SCHEDULE ON SHEETS a, 0- - r WK
<br />DEM W114 LOADS SHALL BE DETERMNED AS PER SECTM 16M OF THE ABOYE MENTIONED CODE MIN.,-r--
<br />FOR A WM SPIMD AS REQUIRED BY THE JORISSIDICTION WHERE TIM SHUTTERS In BE INSIALUM #1�10 PANELMATE FEMALE 10 AM FAJARWTE PLUS ANCHOK AS MANUFACTURED BY UCO 000STRUCUON PRDDUCM FOR WOOD SEE SECT"S ON smem it) I
<br />1/4-# LAG $OMS PER N.O.S, 1 6 6
<br />FOR A K4-0.86, VSM A%E 7-14 AND SHM.L NOT MEED THE WMALIM (AZZ-)
<br />DESIGN PRESSURE RATWOS MICATED ON STIEM 7 Ifft Q� 14, 15, 10, 19 At 24, - W= aUSHIMIC, AS 016rRUSUITE0 BY AU. POINT SCREW, SW In SPEZAM M GkVANM STEEL
<br />VVWY THE ABOVE CONDMON. ULTIMATE DESIGN WIND LOADS DETERMINED M ASCE 7-16 -7----
<br />BE Fin A.M DES40N VITRO LOADS ITT MULTML*4 THEM BY 0 6 94 FOR
<br />IN OR ER TO
<br />SHALL C,t) MINUALIM 1"REAM PENETRATION WO WOOD OF TAPOGN ANCHORS MOLL BE 1 IW AND 2 ELGO PARftAKTE PLUS REAM
<br />IST RED ORDER TO AND PANELMALE FEMALE AD. 4.0. MIN, 7HWK
<br />COMPARE THESE W/ MAX (,kSA) DESIGN PRESSURE RATOCZ INDICATED ON SHEETS I THIRU 12, 14, 15, 16, 10 At M WM EDGE LAJ
<br />M. A 37 Z C3
<br />ASTR MW TYK
<br />IN ORDER TO VERIFY THAT ANCHORS ON IM RED AS TESTED WERE NOT OVER STRESSED, A 3U 4NCR&kSE IN ALLOWABLE C.2) MINWM THREADED PERETMWN OF W SCSDIL IWO TIAE WOOD FRAME tMrr %ALL RE 1 40 THREADED IL rYP. A_GS3 W .2�� HEM Q�
<br />dRAIR, 50 NNAW EDGE
<br />STRESS FOR W94D LOADS WAS WL USED IN THOR ANALYSM FASITNERS SPACING TO WOOD HAS VM DETERMINED IN PMETRATION IWO StLK= SWL EV 0ONS100= AS PART OF THE AVQMW THAMED, PENEMM*
<br />ACCORDANCE MITI N.D.S. 2DI& 04 MINNUM EME DEPIANCE OF LAO SCREMI, INTO VOW S14I� BE AS MICATED IN ING ORNIONG 4" 0-00 40ax A 44Z r-
<br />bm COROARCe WITH SECTION 1626 OF ------------ ------------- cc C..�
<br />STOW PAMWS ADEUMAVY FOR IMPACT AM WIND RESISTANCE RAS BUN YET IN AC L ------- LU _E =
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINMRIING & TMW INC� RI 0-20 SCREWS USED SHALL BE 1 1/2' LONG MIRIAM t3k- A ><
<br />D'ORTS U-SO. 116-570 111 96-TJO AND CA) MMMUM PENETRATION OF WOOD SUSH"0G SHALL BE 5/8 1/4
<br />KHMMUTION IMPRO LAIL INC,, REPORTS #2032 & #2126 . AS PROTOCOLS 1AS-201. TAS-202 AND TAS-203. SHOUW STUCCO DUST. AND I' MINWM FOR *ALI$ MON NO SIUCCO� __T =m
<br />A`E WELL AS AMERICAN T67 LAB OF SOUTH FLORIA REPORT #0219.01-02. AS FER TAS 201, TAB 202 AND
<br />TAS C-S) 04 CASE THAT PRECAST W%iIIR= CONCAM PAMES, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISONC (9k END STORM PM
<br />20 STANDARDS. %41� ANCHORS SHALL TC REACH THE MAN STRUCTURE UNNO SU04 PANELS
<br />Z ALL AILUMMM EXTRUSIONS TO BE 600-16 ALLOY AM TEMPER, (UNLESS OTHERWISE NOTED). SEE SHOD' 2, _2JIF? --------
<br />ANCHORAGE SHALI, BE AS MENTIONED IN C,I)� C2) �k r,A) C�4
<br />3. ALL AUNINUM SHEET METAL USED AT CLOSURM SHN.L HAVE 3`105�4114 ALLOY. 7_�
<br />(0) ANCHORS SHALL HE INSTALLED FOULMNOG ALL OF THE RECOMMENDATIONS AND SPECMTM" Of THE AIRWOR'S M"FACTURDR. cm
<br />4. ALL STEEL SHEET METAL PANEL$ SHALL HAVE MICWRAL QUALITY STEEL ASTU A-S43 OR" 50 M"MUM, 0-60 PAMMS DO JAP A25* r
<br />1W VOILTED PANELS Wl 1/44-20XI'
<br />& PANELS MAY ALSO BE OW 1 0 7W* JE,
<br />CkVANW STEEL MSMATION AM- WS k.I (AtTER ROLLED). MORTALLY FOLLIMMO 01STALLAT" DETAILS SHOWN W SECTION 3 THROUGH 40 (SHEETS 4 OWL
<br />Sm AWITITI M TOW (%a SxCTIONS AS T
<br />THRWGH 6) V(CEPT THAT WAOM & Q SHALL ROT K USED, At a S� M,& SIOLE '.4 .11W . S/32-
<br />5, &L SCREWS TO BE STAINLESS STEEL 304 OR $16 AEG SERIES OR COMSION RESISTANT ONTM CARBON SIM AS PER r - f- I �r UG cu
<br />91 7 GIMIL Be THE MPOWSLITY OFrTX CONTRACTOR To 11MY THE SOUNDNESS OF THE Mmm WHERE SHUM is To BE 4 1 12 1/2- DO- 12 Ile APPLCA81c) (SM SECTIONS AS APPLICABLE)
<br />ON WIN W/ 50 W MIT STRENGTH AND 90 W RNSME STRIDtOT" & SHAI COMPLY W/ FLORIDA OUCD" CODE
<br />SECTION 2411.3,J,4� ATTACHED TO INSURE PROPER ANGKORW- THIS SNATER SHALL ONLY BE ATTACKO TO CONCRETE, SLOCK OR WOW FRMAE 3,315*
<br />L
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<br />-LLJ-L-" L
<br />SE,
<br />W ON SHEETS 5, 6 12 RESPMTIVEVY� SHALL HA4 A LEGOM AM REA%L`f MOE MARIORC WSTRUCIM DARER OR HIMMEq W
<br />7 ANCHORS TO WALL %MLL W AS FOLLOV& 125, = =
<br />It Cn, CL
<br />5, BOLTS TO BE ASTU A-"7 "YNQED STEEL, OR AM 304 SERTS STAINLESS STM WTH 46 kM WAAMIN YIEZ 003.
<br />STRERM TO ZACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH IT"% AS PER SECDOMS 6, EL 9 & 10 AND ALIERNATNES RW, 6,
<br />IENANTITO SECURE PANELS WITH$ APPLICABLE ROMFOROE" DURING PMD3 OF HCIRRIGAW MRUNUG, it a .375' TT g
<br />N IQ _04� 11. THE INSTALLATION CONTRACTOR M TO ALL SHULTER COMPONENT MOM WHICH REMARI IN CONTINUOUS CONTACT WITH
<br />,1/4-0 TAPCON ANCHORS AS MANWACTURED, BY LT.W. STUIUDEX. INC (W.. V-3192 p-Q THE BUILONO TO PRevew WM/VX =CW11r
<br />CD
<br />/4' A 7/9' CALK -IN ANCHORS, AS MANAPACTURED, BY OEWALT M. OW f--VW P,.1) yaw WM&"
<br />I /ev# IZ STORM PANEL hNINALLATION SHALL COMPLY WITH SPECS 411ACATED IN THIS DRAWING PLUS ANY RUILSTAIC AM ZOR144C REGULATIONS n4+
<br />- 3/4' SWO-SET ANCHICAS, AS WSTRIBUTED BY ALL PONT SCREW, BOLT & SPECIALTY CO. ROURDEO CORNER 0 am or FIAW:S
<br />Qnr, f'0-300D PRVM BY THE JURWGITON WKM PERMIT IS AMUEO TO END LIP W/ HEINED EWE, vjam
<br />- 114-tO PANEIMATE FWALE K) & PANELMATE� PLUS ANCHORS AS MANUFACIURM ITT 8= CONSTRUCTION FROWM. I& (A) THtS PRODUCT EVALUATION DOCUMENT (PXM) PREPARED BY THIS ENG0410 IS MEMO AND DOES NOT PROYM INFORMAIM MA In ANGLE AS= WUN 11= ANGLE WM 6
<br />OAAL e-3350 V�Q F139 A SITE SPECIFIC PfitkiECT� Lo. WHERE: THE SPIL CONOMONS MWE FROM THE PZO, 2/4. 3/4, 4/4. 5/5. 7/15, WX
<br />- 1/4-0 CF T&P-OW ANCHORS. AS MOMFACTURED BY TRU-FASt CORPORATION (r.-S600 9,.Jj VAMPS
<br />SEE W, 0. 2W/10. 3W/10, 4W/10. 6/5
<br />0, 6W/I I & 7W/11
<br />e MR PAOUIL"IE FFMAjx also ON TFRS P.E.0, RRCV= HOKE WEs NOT Omn RNDM THE CONDITIONS, oamw 04 THM DWUWK 1/14 4, 2/14 '314"
<br />A.1) W EMBEDMENT OF TAPCON ANICHORF, INTO POURED CONCRETE SHALL BE 1 3/4 (tl) CONTRACTOR V BE RESPONSRILE FOR THE SELECTION, PURCHASE AM iNSTA"OON INCLUDING LIFE WFTY OF THIS PRODUCT #
<br />0 AND PANDMILIC " AND 1 1/4' FOR CF TAP -GRIP ANCHORS. 760-
<br />ow- To*
<br />CONSTRI)COON SWETY AT SUE IS THE OONTMOTOR'S ITIDSPO"UM
<br />A2) MIR-IN & SWD-SET ""0" SHALL 1W EAMOW 7/8- INTO THE "OUM CCKIWM No EMBEDMENT Wo ___AWMOM FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & S___4
<br />W THIS PRODUCT EVALUATION DOCUMENT VOLL BE CONSIDERED MALID IF MODIFKO� .37V FOR WOOD SEE SECTIONS ON SHEETS 10 & 11
<br />STUCCO SHALL PC PIPUTTM 1/4' 0-20 SCREWS USED SHALL BE I I1Z LORD MINIMUM SHOULD STUCCO EXIST,
<br />OUT WITH WK RUTS EWINW or RECGRC (f CA) FOR INC PR"cr AND "40 "a BE Mponsou FOR Tw_
<br />NO I* MMMUM FOR WALLS WDH NO STUCGO� AND MAY 9V HEADED SCREWS OR ALL THRMW SCREWS W/O HEAD. (d) STIE SPECIFIC "CUECIS SIOU BE PREPARED ITT A FWMIM REGISTERED ENGINEER OR ARWECT M*CM OLL SWOME THE
<br />PROPER USE OF Wgige WC9GM0FjM. 49MAS i
<br />Z"GA ENG00MR N= PON
<br />PZM SNGNECTL TO THE
<br />A.3) IN CAM THAT PRECAST STOW, PRECAST CONCRETE PAREL!L PAVML STUCCO ON WOW QOARDS BE FOUND ON THE S MR RMEW, MLOCAMW AT --- REGULAR SIORM P
<br />EXISTING WALL OR FLOM ANCHORS 94AU HE LONG ENOIJOH TO REACH THE MAIN STRUCTURE REHM SUCH PANEL 04MW .05iw- Q -ANELS n1 A Q ELEVATION
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