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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />PRO]) r MIALXTA��� 1 2
<br />ZZ—TUTREPORTS:
<br />Large Missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203AS per Section 1626 of the, Florida Building Code. Uniform static loads
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<br />B. MAUHRIAL C HARACTERIST=-At4-D4PEP—WIGAIMUC-
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<br />Shall be strictlyin accordance with General Nateo and Components indicated on
<br />sheet 1, 2and 22 of26, of Product Evaluation Doeument(P.E.D.), drawIng
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<br />WAT.TPR A � Mwm, PA, - = I I,?., - 14�4111 M7
<br />RCAIZ._,K,�W06719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineeeing &
<br />No-20-176. Anchor spedifications shal I be as Indicated on shoot% 1, 7 and 21 of
<br />Testing, Inc,, Reports # 96-560 dated 08/09119.96, #96-570 dated O9118/19964
<br />I .
<br />26, of Product Evaluation Document (P,E.D,). drawing No. 20-176,
<br />PRODUCT VALUATION REPORT
<br />#96-:�O dated 09/2011996 all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing �,aborattory, Inc, reports# 2032 dated 04116/1998 and
<br /># 2126 dated 10/0511098 witnessed by Gilbert Diamond, P.E, and Report No'
<br />7. LIMITATIONS � . YS OF use,
<br />REPORT NO.: 204728.01
<br />0219.01-09, dated March 4, 2000, signed and Sealed by Edmundo Largaaspada,
<br />RE. and Henry,Haftem, P.E.
<br />7A. Stott be strictly in compliance with General -Notes No. 1, 13 thru 14j indicated
<br />DATE: July 28,2020
<br />Tensile test report No. 9CM-197 b
<br />, y QC Metallprgical, Inc,, dated March 13. 2009,
<br />on sheet I of2fi, as well as General Notes.# I thru,4 and 1 1 thru 16, Indicated'
<br />on ShW21 020of Product Evaluation Document �P�EA�), drawing N*. 206171
<br />PRODUCT CATEGORY: Shoftrls
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilisco, Inc, and signed and Sealed by Waiter A, Tillit. Jr., P.E.
<br />PRODUCT $US-CATEWRY,1 Storm Panels
<br />2.A_jY_R_M.CTURAL E EE Qg' A'nr%IdQ-
<br />. On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. deelgrT
<br />7,2� Product M�y fie installed Within HIGH VELOC4TY HURRICANE ZONES'as
<br />defined, Onsectlon 1620.2 of the Florida, Building C, ods.
<br />PRODUCT NAME- 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind lead as well as maximum anchoripacing vs, design wind load and panell
<br />MANUFACTURER: Glabal PrOteadon Pradur& LLM
<br />'length based on ratlonal and comparative analysis, and in accordance with
<br />section 1616 ofthe Florida gu]Jdlng Code, Calculations prepared by Tillteco, Im,
<br />7�3� Product shall only be Inate,flad Into poured Coporete, concrete block, and
<br />wbadfrarro-strudures-
<br />4800 S.W. 51 Street
<br />Nvio, FlorldaWi,tt
<br />dated I 1/03108 and 0311 X1 5, signed and -sealed.by Walter A. Tiilit, Jr., P. E.
<br />t. PURPOSE OF WALUATION,
<br />3. MISSILE IMPACT RESISTANCE;
<br />Product Evaluation Report prepared by WafterA Tillit,.Jr..P.E. (Florida License
<br />This is a Product Evaluation Report [owed by Walter A. 71111t, Jr,,, P.E.
<br />, ('9,yetem
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44107)i President of Tilteco, Inc. (Florida CA-000-671 9),
<br />ID # 11906) to the Global Protection Products, LLC, Rule Chapter No.
<br />-
<br />61 G20-3, Method 1 6 of the Floric
<br />- ,la Department of Business and
<br />Professional Regulation.
<br />4JAKND LOAD$ RESISTANCE-.
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />This Product is being issued an Evaluation Report as described, herein, and has
<br />pressurea. Maximum panel length shall beas Indicated on sheets 8,10,14, ",
<br />,
<br />16,19,25 and 26 of`26 of Product Evaluation Docurnent (P.E.D.), drawing No�
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<br />been verified for CDMPIISnM, In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verity that the product Is for the purpose irritinded
<br />20-176, Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 1 0, 1 1,
<br />__ iE�-�* '*,!
<br />I
<br />at least equivalent to that required by the Code.
<br />14,15,17,16,10,20 26 and 26 df!B� of Product Evaluaticto0ocument (P.E,D)
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<br />� , ,,,,, STATE OF ,,',�:
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<br />drawing No, 20-170,
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<br />This Product Evaluation Report shall be Subject to review and revision In pope of
<br />5. INSTALLATION,
<br />. . . . . , � 11 I
<br />a Bulkling Code change that may affW Its limitations and conditions
<br />NP1111 I%11
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2..EVIDENCE SUBMITTED,
<br />2.1. ERODUCTEVA ,TL0Nj=VMEKLM&Q4j
<br />sheets 3 thru 7, 10 thry 2D, 23, 24 and,26of26, of Product Evaluation Document
<br />(P.E.D.), drawlng No. 20-176. Minimum separation to glass shall be as
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<br />D�� T11-1ECO)�17MON RLECON!D8 I P. E. RIFPOFLT�2b k GLObA to '-'ION PR_ODUCTS,LLC�20f.A -
<br />CALVANOE06TML STQAMPN4Mk0RVM*2O-17BkRI5POlkT. L' �OF
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<br />Drawing No. 20-176, ttfled "20 43AGE GALVANIZED STEEL STORM PANEL,%
<br />Indicated on sheets 8, 14,16,26 and 26 of �6, of Ptoduct Evaluation Document
<br />(P.E.D.), drawing No, 20-17'e,
<br />sheets I thru 26 of,26 prepared by Tifteco, Inc;; signed and sealed- byWalter A.
<br />Tillit, Jr., RE.; dated 0.7128/2020, T'his drawing Is an integral partgItpis
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<br />kRO-IDUCT K"LUATION REPORT F6.
<br />flx�
<br />REPORT NO.:
<br />2"727.02
<br />DATE:
<br />July 27,2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT S00-CATEGORY.-
<br />Storm Panels
<br />PRODUCT NAMV
<br />,
<br />�24 GAGE GALVANIZED STEIEL STORM
<br />PAN& -
<br />MANUFACTURER:
<br />Global Protection PrQductLJJ&,
<br />4800,8.W, 51 Street
<br />Davis, Florida 3$314
<br />1. PURPOSE Of EVALUATION:
<br />This is a Product Evaluation Fleportlssulod by Walter & T11M, Jr., P.E. �Systern
<br />ID * 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61620-3, Method 10 of the Florida Department of Business and
<br />Professional Regulation,
<br />This. product Is 0ein ad
<br />,glasu an Evaluation Report as described herein, and has
<br />been verified for c9in0inci 'in accordarAe, with the 9024Seventh Edition of the
<br />,
<br />I
<br />,
<br />Fl,olda Building Code, and to v6rffy that the product is for -the purpose intended
<br />atleast equivalent to that required bythe Cods.
<br />ThIsProduct Evaluation Report shall be subject: to review and revision in case of
<br />I
<br />a Building Code change that may affect its limitations and' conditions
<br />2. EVIDENCE SUBMITTED,
<br />Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />Drawing NIP, 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />I
<br />sheets I thru 18 of 18 prepared by nj teco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,, dated 071271202-0. This drawing Is an integWA 1�64 Is
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<br />Evaluation Rspwt� - N � 1, ,
<br />spi'*'R I' I I I�Z;INI
<br />6_�SiN.W. 3&hStr*I, g,ait630�,M'-aofi,FlolidA33166-Muc�
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<br />Large missile Impact load tests we're performed under SSTD 12-99 standard as
<br />, '
<br />pat section 1609.1.2 oftheFtorida. Building Code. Uniform static loads -as ps � r
<br />Section 1709.8.3, per ASTM E-330. Test r4ppttsprepared byAmoricanTe In
<br />L , 10mg
<br />, ab of South Florida, Report #0814.01-M dated 0311 1 fG2 witnessed by William
<br />R. Mehner, P.E.. Sortz M . 6roz, P.E.and Henry Hattem, P.E. and Report No.
<br />0219-01-09, dated February- 25,2009,'aigned and sealed by'E�rnundz
<br />� I - �
<br />Largaospads, P.E. and Henry Hattern, P.E. . Large missile impact and Cyclic
<br />loadingi; per ProtovulsTAS201 & 2OTas porsection 1509.1.2 afthe Florida
<br />euilding Code. Test Report prepared by American Testing Lob of South Florida,
<br />Report No. 1123-01-10, dated Novamber-23,2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. SCM-198 byQ0 Metallurgical. Inc., datsd'MarchllS,2009,
<br />-
<br />Signed and sea , led by Frank0ralts, 0 , .E, as�perASTIvi E-B and Tonslis Test as
<br />,
<br />Per QG Metallurgical Report No., 16KO-1 3.18,,dated December 1, 20,10 Signed
<br />arid sealed by Jerry Jaciofano, P.E� as per ASTM E-8. I
<br />On 24 Goo Galvanized Steel SIOMIT Panel for Maximum Panel length viI. design
<br />I
<br />wind load,.aswtll as Maximumanchoralmicing vs. designwind loadand pami
<br />' � ,
<br />length based on rational and comparative analysis, and in Accordance with
<br />section 1604 of the Florida Building Code. Calculallons prepared by Tiltsco,
<br />Inc,, dated 1211 5110 and 08127113 (for this revision), signed and o"ied by Waiter
<br />A T1111t, Jr., P.E,
<br />3-MINGILE IMPACT R"S RANC
<br />Large missile Impact undersection 1QO9.1,2 of the Florida Building, Code, as per
<br />SSTD 12-99 Standard and TAS IDI,
<br />I I
<br />AJOND LOAD$ RES I NC9,
<br />24: Gage Galva nized Steol'ttorm Panal -has been verified to,sustalp wind
<br />Pressures, Maximum Panel length shall beat indicated, on Sheets �; % 10, 1 1,
<br />12 and 17 of I a of'Projmt EvOlopilon'DocUrnont (P.E,D.), drawing No. 24-175.
<br />Maximum Anchor Spacing shall be, as indicated on sheets 5, 9, 10, 1 1, I$ thru 16
<br />and 18of 18,of Product Evaluation Docomopt(P.E.D,), drawingma. , 20-175.
<br />24 Page Galvanized Steel Storm Pam,] has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12,49 Standard.
<br />. lwlla�
<br />14"11. Ila
<br />I(e)iLL#.4zi!)ii""w,LIIE
<br />& ]INSTALLADOW
<br />Installation shall be performed strictly in accordance with details indicated on
<br />, '
<br />sheets 3 tbru 8. 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing.No.20-1175. Minimum separation to'glassshall 4eas indicated on
<br />sheeta3,6 13i K 15, !Band 18of'18, of Ptoduat Evaluation Document
<br />(P.E.D;), �;��Ing No. 20-175.
<br />LAMR-ALGHARACTERLIMC&AND SPECIF
<br />Shall bostrictly ioaccordarco wit , General Notes and Components Indicated on
<br />sheet I and 2, of 18, of Product rvaluatlon Document (P,F_D,), drawing No,
<br />20-175,
<br />1
<br />AnchO r specifications $he 11 be as Indicated on sheet I of I 9, of Prod uct
<br />r-v0I ustionDO'cUmOnt (P. EXX), drawing, No. 204t�.
<br />IMITAT .
<br />QNA AND CONDITIONSA01F US
<br />7A. Shall bra strictly in compliance with Genwal Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 vf 18 of Product Evaluation Document lP.E.D.1 drawing No. 20-175
<br />Prepared by Titteco, Inc. and signed and sealed by Walter k 71114, Jr., P.E.
<br />t2. Product shall not be InsUlled within HIGH VELOCITY HURRICANE ZONES
<br />as definsdon section 1620.2 of the Florida Suilding Cctde�
<br />�
<br />7.3. Product shall only be Installed into poured concrete,. concrete block, and
<br />wood tarne structures,
<br />Product Evaluation Repod prepared by WoltarA. T1111t, Jr., P,E, (Florida License
<br />,
<br />No. 44,11,64 President of TIfteco, Inc. (Florida CA-000071g),
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<br />M : UAR A UFE MEETY STORM EANEU 1/4, 2/4, 3/4, 4/4� 5/5. 7/5. �
<br />81) IN CAn THAT PRECAST STONE, OR PMMAST CONCRETE PANELS� STJOOD OR WOW BWM BE FWNO ON THE (SCALE 11?1-11)
<br />I& aw &M.31ANIUM A= Stood am" COSTING WALL ANMWS SHALL BE LOW ENDOW M REACH THE MAIO STRUCTURE REHM SUM PANEI_& _*1W/10, 2W/10, 3W/10, 4W/10,
<br />1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT kPkr,D.) HAS BEEN VERMCD FOR COMPLOV4CE IN ANCHORAa SHALL BE AS MENVONED IN 9.1) AND IN 0,2). _______l5,I9r CWA1,1WDTH)-------- 15,196' (TOTAL WIDTH)�--- -------------.,f 5W/10, sw/11 & 7W/11 +6/5
<br />ACCORDANCE MTN 1K 2420 (7th ED" OF THE FLORIDA BUILDING CODE (C) 11 I! I 1 _---12.3W CEFFECTIVE W1070— I 7-- i
<br />.!! III: 7 I I r--5.ZW-- I I - —3: WX_ �
<br />DESIGN WIND LOADS SMALL BE DETOWNED AS PEA SECTION I 620 OF THE ABOVE MENTIONED OWE, I ILM� 2NC? I Ir r.�: MA'_ _,ANCHOAS�� FOR CORGREFE SEE SCHEDULE ON SHEETS 0 & 9
<br />10. A =,=,. : 014-10 PANEUMATt FEM" W AND PANELMATE PLUS ANCNORS� AS NANUFACTURM BY ELCO CONSTRUCTION PROOUCTS� I �----s I/,V I I I UPL , FOR WOW SEE SECTIONS OR S"MM 10 & 11 —_ T I JAN. I 7,
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<br />'T BY WHERE J..X SHITTENS; WILL ,Br MALLED ANO I, _�_17w, f-1,3,0'- j� ",=. . _1_. 3 I I I
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<br />FOR 06 ,_16 AND NOY iNCEED TIRE WAULAW ("X,) 1/4-0 LAG SC#W" PER R-O.S. , r_jP11'_1 I 1 �?D`7 �,,�� I ,,,',_l_A*,- , CL03C WK THICK -SW 6 0 ------ �,, A , 0 6
<br />I \ GALVANIZED SM5L U -,.
<br />DESIGN PREMIRE PATHOS 040"IM ON SHEM 7 THRU 12. 14,15, 10, TS & 20� 7/1" x W WOOD SUSHING, As Or-TRIOUTED By ALL POW SCREW, SOLT A SPECIALTY 00. - -, - , , ,,�, 11 __ ! --- \, 9 +@, --- It -
<br />IN ORDER TO VERIFY THE ABOVE CQNOITION� OLTINIXTE DESIGN WIND LOW DETERMINED PER AsDE 7-10 T _ , , ; , D.M,.(D�(�).&!�@Ff --r' _--T I ____r
<br />SHALL BE PRSr REDUCED 10 A,S�O� OEM WIND LOADS BY IMAJIFL"15 THEM BY 0 6 IN DPW TO P AN I ,;K - ASTO I �� _T --- f7- __7 7 I 77 -1 --T-
<br />C 1) V"" THREADED PENETRATION NO WOW Or TAPCON ANCHORS 944L OF I I1r AND 2- OR ELGO P WATE PLUS I I \ �,dW iWL, THICK - I GRADE so 10 f 7-1- T-7 --- T___r_7_'_' I / I I . � I � I I -- I t tv� /
<br />COMPARE THESE W/ MAX. IALS,DI OMON PRESSURE RLTNGS NDOXTED ON SHEETS I low IZ I4, qji, )a, I!; & 20, / 06". r-M W COM- �, /; C1. -I-X'
<br />�,
<br />AND PAILOAKE HER" 10. 41 ��.>, 11 4 IIALVANOZO STEEL . , Aw \ , � 1,/ _ -, ,
<br />.. - IsE, : (�- (�)+@, M I ! i
<br />_
<br />, 2,857' EDGE, _, I
<br />IR ORDER TO VERIFY THAT ANCHOM ON THIS Pfl), AS TESTED WERE NOT OYER STRESSED, A 33%; C.2) Of LAO SCREW, INTO THE WOOD FRAME UM1 SHALL BE 1 1/2`� NO THREADED z , N Typ /Z. _V 2.0V TYP I 0
<br />_,L ,=D ASM A-SU ,,�_Igwvw 1 2 C ,
<br />"EASE IN ALLOWABLE M."I"ZIMO —poc", =1N I GE a" SO It"" �11 -�11 , I 0110111. �j / 1`_
<br />STREVE MR WOO WADS WAS tM USED IN THEIR ANALYSIS, f-ASTMERS SPACING TO WOOD HAS BEEN Mm"NICO IN BE CONSIDERED AS PART OF THE REQURED THREADED PENETRATION. I \ G-M "IV, I I � / E '), 12
<br />ACCORDANCE WITH 0,04t, 2018. C3) MINAIW EDGE DISTANCE OF LAO SCREWS. PITO WOOD MOLL BE AS KrATO IN THIS DRAWING IiI.L. A B.V ! -,:W.!T , 48QT , � I
<br />STOW PAWS AOEXIUNCY FUR IMPACT AND VAUD RESISTANCE HAS BEEN VERIFIED IN ACCOROANCE WITH SECTION 1626 or _ --- ------ � ---- �, � __ -- ------- I t -*- 0) �a
<br />THE ABOVE MENTIONED COX AS PER RURRIC CA) MMUM PENETRATION OF WOW RUSHING SHALL BE S/r. 1/4' 0-20 SCREWS USEC SHALI K I 1/2- LOND WNWUM -7 I / / Zt. LLJ
<br />FENES11RATION TOM LAFI� INC,, REPORTS 12032 & 12128 . AS SHOULD 5TUCCO EXIST. AND 1* MINIMUM FOR WALLS WITH NO STUCCO. �_____________BjLW_�, H - -i 7X", I',- - - - - -� 9 C2
<br />CANE "EDW & TESTINO INC, REPORTS 96-Mg, OE-570 & 06-730 AND I - _ _
<br />PROTOCOLS TAS-201, TAS202 AM TAS-203, I - -L-T--T�." V, C= 1- _= =
<br />-- - , , V - _____ I
<br />AS WELL At MAMICAN TEST LAB OF SOUTH fLORM REPORT 0219,01-061, AS PER ?AS ZDI, US 202 AND I � " =
<br />TAS 203 STANDARDS- C-3) N CASE T14AT PRECAST 5PONIL Got PRECAST CONCRETE PANELS STUCCQ OR WOOD BOARDS BE F"D ON THE Mr#4 T mmi 0 END STORM PANEL __ I � r, _____ I 0. -9 =
<br />::t "ANCROR5 _____ - = U = C111
<br />S= BE LONG ENOUGH TO REACH THE WIN STRUCTURE MOND SUCH PANELS I � - - - = CC C-1 C-4
<br />2- ALL *,W%N WPUS06 TO BE 6061-n ALLOY AND TEMPER. WRILESS OTHERWISE NOTED), SEE SHEET 2 AS AMUO= IN C.1). C.2) & CA) , _j r- _________, / 1.� � 14�' 1< 10 = :,.c
<br />I ALL AILUM0,1M SHEET METAL USED AT CLOSURES SHALL, HAVE 31V-N14 XJW. ' - 2.187� IOCOV7 1 1 1
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<br />RAL UTY STEEL. ASN A-654 GRACE 50 LAMM 0-W (0) ANCHORS SHALL BE WSTAUM FOLLOWING ALL OF THE REDOMVM004S AND SPEZIFICKtIONS OF THE ANCHOR'S 0MUFACTURER, "I - -------7, 10--jo. - - - - - - - - - - - - - - - - - - - X ...; C U- CL_
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<br />QUA UM, 8 PANELS WY ALSO K IRStAU10 "CROWALLY FOLLOWING INSTALLATION DErAlZ SHOWN ON SECTION a THROUGH to (SKEtS 4 ___ ___, i - , W R, trioa* a *I 'r- - , - ,*M*F- UNBOLTED PANELS " 17� ��,.� BOLTED PANELS W/ I/4#:2OXI" Gn .= C-4 =
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<br />I. ALL ZCRENS TO BE STAINLESS STM 304 OR 314 A1SI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PIN - " . I -_ I - I I -CC
<br />DIN SM18 W 91 IT SH141 BE THE AESPONSIERUTY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE SIRUCTURE WHERE SHUTTER IS TO K - , , ir i I � 12 i/r 04 42 ,� ,? (SEE SECTORS AS APPOCABW
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<br />STRINMK 10. EACH RECA� STORM PANEL VOTH 12i-4-. AS PER SECTIONS % 3. I & 10 AND ALUWAVES ON. 1�_It_ 4 A, t - I L IV ANGLE 0 - wpx I I
<br />MvANIZED WEEL PMWnON WM- 5" W (AFTER ROLLED). alROUGH 6) Elt"PT THAlt KADEAS a & a) SHALL NOT BE USED. i� _��5w��,�,� A I ,,�� .1 ,� ,., - IS - :1
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<br />SW A, IOW ON SHEETS Z, S & 12 � i . ,
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORCeMENT OURING POROUS Or RLIRMC-ANE WARN11114, ROM'�_ t__ --------------3 I i = � -
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<br />II THE �NSTALIATION CONTRACTOR M TO = ALL S�4917FA COIAPONFUT EWES WHICH ROLUN IN CONRINVOLIS CONTACT WITH I,- __j A" it , I -
<br />-1 11�Vof TAPOW ANCHORS AS WNUMFURED BY CTM, BUILOEX JW_ 4W, t�-3192,I,A,Q THE DUILDNC TO PREVENT "ND/RAP1 , W ,*,� I / 1 I = -T 0 "-'
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<br />- 1 3/4' SOUO-a7 ANWORS, AS DWRIBUTED BY ALL POW SCREVI, BOLT A, SMVITY 00. Q STORM PANEL INST&LANON SHALL MWLY WITH SPECS IND"TE0 N THIS DRAWING ftVS ANY WLOIND AND ZONING REGULATIONS ROUNDEC CORMIER a END$ or PANWS D.101.1@4@ W.? i . !-- %ST
<br />PROVIDED BY THE ARMOMON WHERI: PERIAIT is APPLIED TO. 2,15 - --I i 2 i -t- ___.__1__i
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<br />- 114-1 PANELMAIE FOME ID & PA14ELMATE PLUS ANCHMS, AS MAOUFACTUI�ED BY Ef= CONSTRUCTION PRODUCTS. (4,TS) (1) a!_8WM @ ouils"M (�) ANGLE, JR ANGLE MW STUD @ ANGLE WO , " -
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<br />- 1/4'0 I TAP-ORIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORAT" (rc-3600 p.�) FOR A, STE SPECW PP"Ct-, i.e. WHINE THE SUE CONOMONS DEVIATE FROM 1K PA.D. - . T' ON, M".,__� _T 0
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<br />A.1) M to) CWRACTM TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND W&LATION INCLUDINIT M SAM OF THIS PROCUM I �_S_/` �5 ,
<br />No" BASEMENT OF TAFOON ANCHOAS INTO POURED CONCRETE SHALL BE I 31,V; 2* FOR PANELVATI! FEMOLE BASED ON TRS PZM, PROVIDED f4k/SHE DOES NOT WIANTE FROM TW CONDITIONS DETAILED ON THIS DOCUMENT -:: I & 2114 X4' ! ; -
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<br />� V L ,_ -, - ' � �,_'J' r= � FDA WOW SEE SECTIONS ON SHEETS 10 & I
<br />A.2) CALK -IN & SOUD--M ANCUORS SHALL BE WOMM 7/9- INTO) THE MRED CONCRETE, NO EMBEDWM INTO (.) THS PRODUCT EVALUATOR DOCUMENT WILL BE OMWERED MAD IF UGNM. . L_ __ r ii, .
<br />�37&- .34, � I r
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<br />- 0-20 SCREWS USED S14L 13E I llr LOW MX#A4JM %OAD STUCCO UIST. I � I f- I la=i-4 .
<br />STJCCO SHALL BE PERMITIM. 114 1 i14O7'1.W' - � .-- . I .6 e I
<br />NO T* 11PINUM FOR WALLS WITH NO STUCCO, JINO AAAY BE HEADED SCWM OR ALIL THIRrADVID SCREWS W/O HEAD. (d) SITE SPECIFIC PMeCTS SHALL BE PREPARED SY A FLORIDA REGLETEWED ENGINEER OR ARCHITECT WHICH MLL BECOME THE � I t1n:j __h___1 '.671. I 'I, . I �
<br />am WITH WINZ NUTS ENGINEER Or RECORD (f_0$Q FOR THE PROJECT AND WHO WIU. BE RESPONSIBLE FOR THE ; I ZOO* i.67 '.
<br />PROPER USE OF THE P14. ENGINEER Or RECORD. ACTING AS A ae j LA= ,) � 1.043. ' 1 .3'4 I' .00. _160`1
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<br />A 31 IN C45E THAT PRECAST STOW PRECAST CONCRETE PANELS. PAVEFM STUCCO OR WOW BOARDS BE FOUND ON THE SUBW 70 THS LATTER THE SITE SPECIFIC OR& M Lomww
<br />ENtSTING WALL OR FLOOR. ANCHORS SHALL BE LONG E�OM TO REACH THE JANN STRUCTURE BEHIND SUCH PX,D. ENGINEER, SHALL I A, ."r j I . L,_ j I
<br />PANELS ANCHOFAQE 94ALL BE AS MENITONED IN ALI) MO IN A,I). (.) =� SHALL SEAR THE WE AND ORIGINAL SEAL AND SIGNATURE OF IRE PROFESSIONAL EVOW PANEL OAALAP I - Aft ,MS* ly-1 XW _j_j=; (_ 1`13.5�
<br />OF RECORD reAl PREPARED IT, i two,
<br />(a) ?,%*,=.&,,AP —MN AWA-M-AM", &-aw C 0, i`t� SHUTTER MANUFACTURMS LABEL SHALL BE LOCATED ON A- READILY VISIBLE LOCATION a MW 7b 1po� (D KEY HOLE WARIER 7 (�) 'E" BACK M= (9 34C *F* TRACK (2) FLAT PLATED I OAF,
<br />NUFAZIUREO BY 1. 1, W. SUK= tlt� mr
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<br />- i SPALL BE PLACED FOR EVERY OPENINC LARELING TO CDW,I�Y WITH U0014 J70VII OF THE i a �_A?514 WITH STUD (Mk OAK* -1 WHOLE vxtkv
<br />/4-0 9. 4/4' SOW -$a ANCHM, AS MSTRIWFED By ALL POW SGRIVN� MT d: SPECLALlY CO. FLORIDA SLALOM COM =.10:�.__ - ,.34rol "'A001,464% r1____1
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<br />BM WOUMUM, JA(BEOVENT OF TAKON ANCHORS� ELGO PM1394M AND OF TAP-CAIP ANCHOR, INTO ... .� Q= x7m W. , _ I ____j ,!: 1, . * N no) . GAP SIL CODE (High vvlo!t
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<br />MM STUCCO siva BE POwnEn. 1/4- 020 SCREWS USED SHALL BE I 1127 LONG, MINIMUM 5 A25- I ... ,ED WING Nut . . '4� 20 04E MANIZED STEEL SIM PAXEL * 4 I � 1 20 "a OALVAWZED STEEL STORM PANEL a W"" "
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