|
IILIECO,tililiii
<br />TILLIT TESTING S ENGINEERING COMAANY
<br />_WATTTUt A- TXL1T,,M,,P.F. �� ".2t
<br />PRODUCT EYAL-UATIQN REPQRT
<br />IMPORT NO.: -20-0?26.01
<br />DATE' July 28, 2020
<br />PRODUCT QATEGORYt -shutters
<br />PRODUCT SUH-GATEGORY� I starmpenels
<br />PRODUCT NAMEi 20 GA6E 4ALVANIZEDSTEEL STORM PANEL
<br />MANUFACTURER: Q1i Protection Products LL
<br />4600 SN, jM Street
<br />Davie, Florlds33344
<br />PUMIGSE,017 EVALUATIONIL
<br />This ia-p ProdLict Evolvation Report Issued by.111114111tor A. 'nil It, Jrj P.'E. (Systorn
<br />ID#19
<br />, Qfl) to,the, j011oW Prd�teotlorl Produot.4, LLC, RUIe ChAlptlir No.
<br />61 G2.0-3o Method I D of the Florida Department of Businesst and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described, herein, and has
<br />been verified for complianceLin accordanoswith the 20QO Seventh Edition of the
<br />Florida Bij! [ding Code, and to verify that the Product I for the purpose Intended
<br />, IS
<br />at least Golvily0leritto that required by the Code�
<br />This Product Evaluation Report shall be suk4ect to review and revision In ca(se of
<br />a Building Code change that maly affect Its limitations and conditions
<br />2.. EVIDENCE SUBMITTED:
<br />2.1-P"O UCTEVALUATION OC - 9.D -
<br />DraWingi No. 20-1176i t1fled'"20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheelis I thru 26 of.26 prepared by Tilieco, ft;; signed andzealed by Walter A.
<br />TfIlif,_J,r;, P�,E-; dated OM812'00� This drowing, Is an integral praff
<br />Eval�ation Report,
<br />N
<br />IYO. 44167
<br />055 N.W. 36th.Strect.Suite 30; A*i, Flori&,13 166 - Pbood:
<br />TXON Huo= plo, w4unj� 2
<br />22- IT-EAT-P-EPORTS;
<br />Large missile Impact and fatigue load tests, were performed under Protocols TA5
<br />201, 203.as per section 11626 of the Florida Building Code. Unffbrrn statla loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc,, Reports ft 96-569 detted 080911996, #W6_70 dated 09118/1 gais,
<br />#96-T'30 dated'00120/1996, kill three signed and sealed by Hsctor�M� Medina,
<br />P.E., Fenestration Testing Labora Inc. re
<br />, , tory I , ports # 2012 doted 04116/1098 and
<br />2,1�8 dated 101QW1408 witnessed by Gilbert Diamond, P-E. and Report No.
<br />U19.01-09, dated March 4, 2009, signed and sealed by Edmando Largaospada,
<br />P,E� and Henry Hattern, P.E.
<br />Tensile test report No� 9CM-1 97 by QG Mptalflurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, P.E,
<br />2.0-."r UCTURAJIL,15AIGINEERINGUAIAU19M
<br />On 20 Gage Galvanized Steel Storm PAnEllfor maximum pariallangth vs. design
<br />wind load, as wallas maXimum anchor spacing Vs. deeign Wind load and panel
<br />'length based on rational and comparative analysis, end in accordance with
<br />Section 1616 of the Florida Building Cadis. Calculations prepared by Tilleco, Inc.,
<br />dated 11/03/08 and 03112115, signed andsoated by Walter A.Tillft, Jr., P.E.
<br />3. M[$31LE IMP -ACT RUISTANME
<br />Large m1salleftripact undersection 1020 of #is Florida Building Code; as per
<br />TAS201 Protocol,
<br />4. WIND LOA RENSTANCL-
<br />ft
<br />20 GAge Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length ShaJ1 boas Indicated an sheets 6,10,14,15.
<br />16, 19, 25 and 26 o1`215 of Product Evaluation Document (F.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be a§, Indicated on sheets 8, 9, 10, 11,
<br />14,16,17,18,10,20 28 and 26 of`213,.of Product Evaluation Documerrt:�P.E.D.),
<br />drawing No. 20470.
<br />5ASTALLAUTION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23. 24 and,26of 26, of Product Evaluation Document
<br />(P.E.D,),dTawInj)No.!0-176. Minimum separation tog [ass shall be as
<br />Indicated on sheats 0, 14,16, 26 and 26of 26, of Product Evaluation Document
<br />(REM), drawing No, 20-176i
<br />6. M&T-9RUAL CHARA_CTER18Tl0S.AWSYtQIFWAnQW-
<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. 0.), drswiling
<br />No.20-176. Anchor specificationssiholl be as Indicated on shasts 1, 7 and 21 of
<br />26, of Product Evaluation Document (PE,Dt). drawlfig!N,01� 20-176,
<br />7.�Llllill "A 0NSANQCQNMTj_0_I0QF_USlE-�
<br />7.1. Shelf be strictly in compliancewith Gerieral.Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # I thru 41 land 11 thru 16, Indicated'
<br />on sheet 21 of 215 of Product,'Evalualion Document (P.E�D.), drawing I No, 2" TO
<br />prepared byTiltecoi Inc, and aligneollond sealed by, Walteirfil, TiIIit,,Jr,,. P.,E,
<br />7.2. Product Maybe installed Within HIGH VELOCITY,_HURjRICANEZ0NiE8LaS
<br />defined on section 11820.2 of-ths Florida Building CodeL
<br />7.3. Prooluictshell only be Inafajilied Into pour9d ooncrete,concrate, block,. Ancl
<br />wood fram&-structures.
<br />Product, JEvoloation Report prepared by Walter A. Tillit, Jr., P. E. (Florida License
<br />NO 441 07)� President of Titteco, Jam (Floii CA-0007,10),
<br />0,
<br />S t
<br />tTATEOF .4,A: 2
<br />w"LL
<br />,,, TILTECO ANMoN RIEcORDS %1P. E. Ftafiblu_20 I GLOBAL PROTP-cTioN F_Rbrlultrs, LLC ZoGlAaF
<br />GALVANIZED $TEE1 sToRM FIANELt DXWIS 92X-'TTS.`, REPWIT'#20-0720M
<br />/ ME-4
<br />,'-T'l zL
<br />TILLIT'T19TINIG A ENGINEERING CaMl
<br />WALTE". nLag, RL, P.&
<br />PROMICT EXAL"1110—N REPORT 4417
<br />FL(�A.Li31�5,japjq
<br />REPORT NO., 20-0717,04
<br />DATE: July 27,2020
<br />PRODUCT CATEGORY. Shutters
<br />PRODUCT SUR-tATEGOITY. Storm Panels
<br />PRODUCT NAII 24 GA6E GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global PratA0UonFnUha;L%=
<br />4800 S.W.,61 Street
<br />Davis, Florida 33314
<br />I -PURPOSE OF, fXAMIJON.I.
<br />product Evaluation RepoltIssuod byWattef A. n1lit, Jr.,'P.E, (System
<br />I'D * 1000) to the GloblEd Protaidtion Ptro4u0i, LLO, Rule Citapior No,
<br />64620-3, Method 1D of the Florida, Department of Business and
<br />Profosistonal Regulation.
<br />This� pmdqqt l8rbeltigissued an Evaluation Report as described herain,, and has
<br />been verified for compliance in accordance with the 2020 Ssv�onlh Edition of the
<br />Florida Building Code, And to.verify thqt, the product Is for the purpose Intended
<br />Atleast equivalent to that required by the Code,
<br />Th1:s�,Pr,pdPct lEvoluation Report shall be subjed to review and revision In me of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SILISM1717TED,
<br />,, P. I-,,
<br />055 N.W� Uf[tStreet, 911ite 305,:WatL Florida 331,50 - Phone:(305) 87
<br />67
<br />- I
<br />A.
<br />2.ZI TESTREPORM
<br />Large missile impact load tests wers, performed under SSTD 12-99 standard as
<br />pet section 1609.1.2ofthe 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 Soutt Florida, Report # 0814MI-D! dated 03111(02 witnessed by William
<br />R. Mehrler, P.E�, Borz III P,,E, and Henry Hatt0m, 0, E, and iftepott, No.
<br />0219, 01 -09, �daied Fo brualry 25�,2609,sl(gned a nd .9 satod by Ed m u ndo
<br />Largoospads, Pit, and Henry Hattibirn, PX. La rge mlsefto Impact and 6yol ic
<br />Iload Ings per Protocols TAS 201 & 203,os por Section 1809. 1.2 of the Florida
<br />Building Code, Test Report prepared by American Testling Lab of South Florida,
<br />Report No. 112��B,1-101 dated NoverriDer23, 2010, signed and Sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test to , port No. 9CM-1" I)yQC Mattillurgital, Inc., dated March 13.200�,
<br />s1grad'and Beeled by Frank,Grato, P.EjAs porASTM 8-8 onifTensIle Test as
<br />per QG Metallurgical Report No, 1 *M�l 318, dated December 1', 2010-signed
<br />And sealed byJbrryr Juviofano, P.E; as -per ASTM E-i
<br />9.&STRUCTURA- F_NGINE9fflNQC"ULATIONS,
<br />On 24 Gage Galva , nized Stoof Storm Panel for maximum panel length vs. design
<br />wind load,.as Well as maximum anchors acing vs,. designWind load and panel
<br />length based on rotional -and comparative analysis, and in accordance with
<br />election 14.04 ofthe Florida Building Code, Calculallonsprepareld by TIltow,
<br />Inc., d4tod 1211660 And 0-80,113 �ibrt'hiaravlabn), signed and,"aled by Walter
<br />A. Tillif, Jr., F-E.
<br />1-11111IMSILE IMPACT RESIUMCE,
<br />CIE,,
<br />Large missile impact under election IWO,1,2 of the Flonicts Building Code, as per
<br />SSTD 12-gq Standard and TAS 201.
<br />NO LQAQ&,P
<br />,ESI$TANQ5,
<br />24 Gags Galvanized Steel Storm Panal, has been verified,to. Sustain wind
<br />pressures, Maximum panel length shall be A's indicated, on ehoots$, 9, 101 11,
<br />12 and 17 of la of -Product Evaluation Document (P.E. .),drawllnglllilo�20-175.
<br />Maximum Anchor Spacing shall be asindioated on shoe%5,19, 10, 11, 1$ thru 16
<br />and 18 of 18, of Product Evaluation Document (P. E. D.), drawing No. 20-175.
<br />24 Gage Galvanizied,$t9al Storm Panel has been veriffied for code compliance to
<br />work as a nori-porous storm shuriter assernbly, as par SSTQ 12-99 Standard.
<br />POATNa, 20-11111111,02 2
<br />S. INST-ALLATJON:
<br />Installation shall be performed strictly in aomrdance with details indicated on
<br />shasts, 3 thru 8, 12 thru 18 of 1 8� of Prod Dot Evaluation Document(F.E. Q.),
<br />drawlima No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 19, 14, 15, 16 and 18 of'18, of P(oduct Eye] Liation Document
<br />(P.E,DQ, driming No. 20-175.
<br />0,11ATE UAL CHARACT91RISTIGSAND SP=1IF1WQ
<br />Shall bestrictly in, aworclaricis with. General Notes abd Components IndicAted on
<br />shoot I -and 2 of 18, of Product Evaluation Document �P.E.D,), drawing No,
<br />Anchor specifical,tionsshall be as, Indicated on sheet I of 18,i of Product
<br />Eval"WIT-DOGLiment ("'00, drovi,409 No. 206*8,
<br />7. 11MITATIO 71ONS,OF USE:
<br />7i I - Shall be strictly In compilanco, with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet fof 18 of Product Evaluation Document (P,E.D.), drawing Nq� 20-175
<br />prepared by Tiltisco. Inc. and nod and sealed by Walter A. TIIIIt, Jr�, PE.
<br />7.2. Product shall rnotbe tirtstalidd1wilthin HIGH VELOCITY HURRIOAN� ZONES
<br />As ideflriiod on section 11320,24 the Florida Building Code.
<br />7.3- Product shall only be instalied into poured wricrote, concrete block, and
<br />wood frame Structures.
<br />Produot,EValuatich Repottprep4rod by W91terk Tfilit, Jr., PIE, (Florida Uconse
<br />No. 441,67� Prealt1oht, of Tifteco, Inc. (Florida CA-000$71,9)�
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<br />QQM-PONENTS EQR REGULAR A UEE SAEEIY n0_RM PANELS
<br />8,3) IN CASE THAT PRECAST SIONE, OR PRIECAST CONCRETE PMELS. SRICOCI OR WCOD BOARDS BE FOUND ON THE (SCALE 1/2-l) 1/4, 2/4, 3/4. 4/4, 5/5. 7/5,
<br />CUSIM WAILL, ANCHORS SWAL BE LONG DIMON TO REACH DO MAIN STRIUM19E BENNO SUCH PAN" -jkIW/10. 2W/10, 3W/10, 4W/10, 6/5
<br />PANEL SHOWN ON
<br />11 STORM MTN THE ,nZ=EyALL1AX4r=hlEhTtFCD_) HAS BEEN VERIFIED, FOR COMPUARM IN ANCHORAGE SHAUL SE AS MENTMNED IN 9.1) AND IN &2). (TOM 5W/1 O� Still I & 7W/t I
<br />AOC4114ANCE ) OF a CODE (C) To MMING RM omm. OUM 2 - 2Z MINLk —12�soor (UrECTM Wo" __15AW (TOTAL
<br />DESIGN "NO LONDS SHALL 13E DETERMINED AS PER SECTION 4620 OF THE ASOW MENTiONED COM 1/4-0 TAPCON RIC11ORS, AS MANUFACTURED BY I.T.W. NLM. INC, Al —ANCHORS: FOR CIONCRIETE SEE SCHEDULE ON Ill 0 & 9 3: MIX-
<br />#14-10 PANELMAIETEM41LE 10 AND FANELMATE PLUS ANCHORS. AS MAINUFAMIRED In IEUDO CONSTRUCTION PRODUCTS T
<br />"L FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 1 AIN,
<br />FOR AN ItV
<br />JU M THESE A Be 7 LEM a C=
<br />A to AM 1-3po
<br />AS 1�4'0 LAD SCREAS PER ACO.S.
<br />FOR ==TY F 7- SHAUL S9NOREENHE MMW"A1S,D,) '0')o ?, sle WOOM BUSHM. AS DISTRIBUTED He ALL POINT SCREW, 19W A; SPAMWTY CO.
<br />OESWN PRESSURE, ANINNGS INDICATED 04 SHEETS 7 THRU 12, 14,15, 1 a, 19 At 2Q. ILOW 014, THICK 3501
<br />51 STEEL
<br />IN ORDER Zr -16 4 _7�
<br />TO,A�&O. DESIGN YARD LOAQSBY MUUTPMINC� THEM BY Do IN ORM TO Pvt I
<br />AOM CONDITION, ULTIMAX OESSN WIND LOADSOETERMINED PER ASM I Aa _W3 T -T
<br />COMPAOr OCTION PRESSURE RATINGS INDICATED 00 SHEETS I TIM 37. 14, 10, 16� 19 A— W" i i I n,
<br />C I) I�Powrno" INTO WOW OF TAPOON AHCHIGAS SwAu, W t 11je AND 2- MR coo FANELM'm PW5 Ke cz,
<br />$HALL BE THESE W/ MAX, POW) to, "a HMMM,*
<br />C,2) =Mr;�MPV= OF LAD SCNIEN� WT TO THE V�D fj=M SKALI� BE I Z 2a W 0+
<br />IN ORDER TO )`ERWY 740IT AACROM ON THIS PED AS WS WERE NOT 0" STRESSED. A JU INCIBEISE N AUVWABUF M
<br />STRESS FOR WIND LOWS WAS fia USED III THEIR AMALYSS, FASTENERS SA"G TO WOOD HAS BEEN DETMMNED IN BE CONSIDERED AS PART THREADED, PENETIVi C-4
<br />ACCORDANCE WITH NUX& 101b. CA) NINIMMA EDDIE DISTANCE OF LAO SO, INTO Wool) 94-LL BE AS INDICATED IN THIS. ORAWING Aft, A 4&F LL_
<br />" "" RM47MM HAS BEEN VERIAM IN ACCORDANCE WITH SECTION 1929 OF ------------------------- --------- -------- 9i /I M (=
<br />Mi"WA. I, ED
<br />T?"UM QUA= ENGINEERING & TESINIT WC, ROWdS SIT-569. 96-570 & 96-739 AND C.4) MINIMUM PENETRATION OF WOOD RUSHING SHAL, BE 51W, 1/4* 0-20 SCREWS USED SR&LL BE 1 1/2' LOW MINIMUM
<br />IS 1/1'� NO THREADED D TYP' OVAIL wonIm TYP`�
<br />FENESTRATION TESTING I.AS 1004, ASPORM #2032 & #ZIU . AS PROTOCOLS IAS-201, TAS-202 AND TAS-201, SHOULD SWCCO 035T� AND I' MINIMUM FOR WAL1.5 ON NO SWOOD, EDGE .350 W C141
<br />Ch C= ro
<br />_-% - A �14
<br />WALL ANCHORS SMALL THE MAN STFILICTURIE 8"D SUCH PAND.S,
<br />-75 ALLOY AM -TEMPEL (UNLESS OTHERWISE W
<br />t ALL ALUMINUM EXTRUSIONS TO BE 11063 NOTEO). SEE SHEET 2 ANCHORAGE SIWI BE AS ;,2) & CA)
<br />AS WELL AS AMERICAN TW LAS OF SOM FLORIDA REPORT AS PER us 202 AND
<br />1AS M STANDARDS 1-5) IN ME 14AT PRECAST SIONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOUND ON THE Extir"o, (1) STORM PASL END WORM PANEL
<br />1, ALL ALUMINUM SOCS METAL USED AT CLOSURES SAI NAIX 1105414 AULCY.
<br />0 (0) MCHORS SK41 1W INSTALLED I'MIOWIND ALL Of THE RMAIMIEMOMONS AND SPOWATIONS OF THE AHCNoWS MAWr=nlN&P 12V t/4*-M 14*0 - - - - - - - - - - - - -CE
<br />A AUL SM SHM NEW IINELS 944LL HAVE STRUCIVIVIL QLkM STEEL AM A-65J CRAOF 50 MINIMUNI. 0-6 &AG U- 'too" R, S".
<br />6, PANELS MAYALS() BE INSTALLED HORIZURIALLY MLLOWING WSTALLATION DETAILS SHOWN ON SECTION I THROUGH in ('"M 4 W/ 4MMl CRIES BULTED PANELS w/ A#;20xl M
<br />GALVANIZED STEEL, DESIGNATION W/lrr� 58.5 Ini UNEMLTEDD ;4
<br />SECTiol SIS S, ITLI * "I
<br />THROUGH 6) EXCEPT INAt WAGERS 0 SHALL NOT BE USED It a -V-;W6Wft Sm (SZE S
<br />5z ALL SCREWS TO BE STAINLESS SUL 304 0 f Lo XCLE 9 TO C0
<br />ARGUE a r
<br />JIB W SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. 17 SMALL BE THE RE"400LITY OF THE CONTRACTOR To W:F" THE SOUNDNESS OF Ilr at APP C3
<br />DIN EOOIS W THE M*MTRE WERE SHUTTER is TO BE 00, 1 ` 11 .7 CU
<br />II(ISO ki YIELD STRENGTH AM 90 Will TENSILE ITTRIENUM 11, SHAUL COMPLY W/ FLORIDA INUKOW CODE ATTACHED TO INSURE PROPER ANCHOPAM I" SHVITIVI! SHALL. MY BE AITACHED TO CONCRETE BLOCK OR WOOD FRAME .100, .093* 0015 (SM SECTIONS AS APPI004)
<br />SECTION 24 BUILDINGS. 3.3 i M, '093�1 2. U
<br />vm' .930 SW
<br />8 BOLTS To BE ASTM A -XI CAUMNotED STEEL 00 AM SDII $Or" SIAINLESS STEEL WnH X Wl MINUM VELD V
<br />_JTT�
<br />IS
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DUlbNO PERIODS OF HURRICANE WARNIK N IT2V
<br />(A) It THE tN$TkAAnON CONTANCTOR $S TO SMjCilVUK ALL SHITTIER CON T EWES W CH REMAIN IN DOW -------
<br />CoMITHUDius yACT
<br />114�# TAPOON ==NCTURED, By LT1*1 THE WWW M PREVENT "NO/RAIN INTRUSION. PoNru to WITH
<br />IMUNC VWV nrrA�, - It
<br />N, fc. PCL) ROUROW CORNM 0 ows of P LNELIS
<br />4/4--SOUD-BET AWAIORS. AS IRSSIRIOUTTED BY ALL PONT SCREW, DOLT & SPECIALTY 00, $2. "M PANEL INSTMAMIN SPIALL COMPLY WITH SPEOS INDICATED IN THIS MAWITAC PLUS MY WILDING AM 20NINC REGULATIONS A lot
<br />S ANCHORS TO WALL SHALI, M * FOLLOWS- FIRCIADED elf THE ARISDICITON WERE PERMIT IS APPUED TO- i -t I ED
<br />TRIENWK 10 LACK REGULAR STORM FARM MTN LENUT145 CAN V-8 THROUGH 12'--e. AS PER SECIMIRS 15, S. 9 & 10 AND ALTEOWNEs aw, 21 L
<br />SW Ik I OW ON 94EM 4, S & 12 RESPECTNELY, SPAU. HAW A LWMZ AM READILY VISIBLE MARIONG INSTRUCTNG OWNER OR
<br />"Wi
<br />(win. re-3m P.W.4.) END UP W/ HEMMED ECOL
<br />#14-10 PANEIMIATE PDANt 0 At PANEILMAIE PLUS ANICHO". AS MANUFACTURED By ELCO CONSTRU"ON 0 h. HUM INULawn AN= (9 ANIGLIE MH STUa &W WfM
<br />13 (4) THIS PROMICT VALUATION DOCUMENT (P-E-D-) PRVA;1D By THIS 04WEER IS GENERIC AND DOES NOT P"Cl (R-T-S)
<br />(MIN. f'-3= INFORMATION ROME STUD
<br />FOR A SITE SPECOIC PROJECT, 4. WHERE THE $in CONDITIONS DEIANTE FROM THE PXM
<br />114 0 OF TAP-ORIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPOPAYMN lif-21600 111 1 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 3.
<br />MEW
<br />6/5
<br />(W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELWTM� PURCHASE AND INSTALLATION INCUMING UFE SAFETY OF THIS PRODUCT SEE W. IW/10, 2W/10, 3W/10, 4W/10,
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2� FOR PN4EIMAIE FEW"
<br />10 g�=S�64 PROVIDED %S=WI�ST�TTYHE CONDITIONS DETAILED ON THIS DOCUqoNT_
<br />AM PAREIMTE, PLUS AND I - FOR OF 1APGWP ANCHORS, OR -f.-J 1,114 A 1/14 A Z74' 51111 6W/11 & 7W/11
<br />AW EDGE
<br />-IW-41 , � 310'
<br />11�4 AT SITE 42 r7_ _rF= An. J I I
<br />_jl2VA I I ... I ...... .... -ANCHORS: FOR CONC IE SEE SCHEDULE ON SHEETS 8 A, 2
<br />u__ III — X# Wag
<br />&2) CALX-)N & SUM-M ANCHORS SR41LL BE EMBEDOW 7/9- INTO THE MUM CONCRM P40 EMBEDMENT IM It) THIS PRODUCT EYAWRON DOCUMENT FOUL BE CONSIDERED INV" F MOTXM� r - S STUD MWED TO FOR WOOO S9 Sictio" ON SHEM to I it
<br />STUCOO $RAILL. BE POWT07 1/4- 11 SCREWS USED SHAU, BE I 11r LORD MINA" SHOULD STUCCO EXISIT, .344 bw I �W. f, 1 � j wiiii 12 iir O'C'
<br />NO I* "IMLIM MR WALLS WITH NO SIUCCO, *0 MY BE HEADED SCREWS OR ALL T"RE (d) $in VVIC(FIC AOACTS 994 BE PREPAM BY A,nOMA REDIInEREP EWINEER OR ARCH i 11-Ir—i
<br />WITH WINE; W11%. Aw 1 AW &AMU
<br />,AOEC SCam W/o 000. ITECT WHICH IMLL BECOME �11*
<br />I,,, -oiw I
<br />60 !�WQ, = �t
<br />,�Aj M-R I- oftlec, -0 W". mi BE REGMSTM " oti,
<br />WINDER or RECORD, A911INC AS A OEL&GAVO ENGINCER To THE
<br />SEMI
<br />I V's H= TOR
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