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<br />TILLIT TESTING & ENGINEERING COMPANi
<br />P-W-DU r E31AIVJ4UQNA9P0AX5Q_10dl1724 2
<br />2.2. TEST P -PORT
<br />F , -5:
<br />Large missile Impact And fatigue [Dad tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Unftrrn static loads
<br />aWIRK UffAULkTfflNAEkQUi_ND_2kA=4 3
<br />S. NUMSIAL CHARACTERISTICSAND. SPECIFICATION,
<br />,
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product rEvalmattlan Document (P.E. D.), drawing
<br />___
<br />WAT,TER A. TTLLrT. M, F�1, filteCOW.Corn
<br />A. F_-, U.X. 44 1'r
<br />,, rAULV11-OM67I9
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />No.20-178. Anchor specifications shall be as Inditatedon sbeet� 1, 7 And 21 Of
<br />Testing, lryc,, Reports #'96-569 dated 08/09119-46, #96-570 dated 09118119se,
<br />I
<br />26, of Product , Evaluation Docurrient (,P,E,D.), drawinaft. 20-1 IS,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996, all three signed, and sealed by Heqtor4M, Medina,
<br />. .1 1
<br />� - I
<br />P.E-, Fenestration Testing Lab oratory, Inc. repoft,# 2032 dated 0411011998 and
<br /># 2126 dated 10/0611408 witnessed by Gilbert Diamond, P.E,and Report No.
<br />- I
<br />7. LIMITATIONS AND CONDITIt !NS OF USE:
<br />REPORT NO.- 20-0728.01
<br />0219.01 -09, dated March 4, 2009, signed and sealed by Edmundo LaWespada,
<br />P.E. and Henry Hattem, P.E.
<br />7-1. Shall In strictly in compliancewith General Notes No. 1, 8 thrU 14, indicated
<br />DATE* July 28, 2020
<br />Tensile lost report No. DCM-197 by QC Metallurgical, Inc,, dated March 13,2009,
<br />on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thro 16, indleat, ad'
<br />ort sheet 21 of 26 of Product Evolugition Document (P-E,D.),ArawJn9 No. M.176
<br />PRODUCTCATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tiltew, Inc. and signed and sealed by Walter A. 7dlit, Jr., P.E.
<br />PRODUCT SUWCATEOORY,- $tarrn Panels
<br />I
<br />2,& STR CTIURAL�F REERING CALCULAIIQNS:
<br />On 20 Gage Galvanized Steel Storm Pone[ for maximum panel length vs. design
<br />7.2. Product may be installed Within HIGH VELOOITY.HURRIGANEZONE&as,
<br />defined on section 1620.2 of the Fbricla Building Code-
<br />PRODUIC7 r NAME. 20 GAGE GALVANIZED STEEL STORM PA14EL
<br />,
<br />wind load, as Welt as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Probaction Products I.I.C.
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W 51 Steel
<br />dated 11103/06 and 03112/1 5, signed and sealed try Walter A. TOIRI Jr., P�E.
<br />Davie, Florida33314
<br />J-PURPOE OF-WALUATION;
<br />3. MISNLE IMPACI RE,JIBTANCE.
<br />PruductEvattiotion Report preporaO by WeltiorA. Tillit, JL,�. P.E. (Florida License
<br />This, !as Product EvEtluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />Large Mlsalle Impact under section 1LB26 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167)i President of Tiltero, in 067 9
<br />,C. tFlorlds CA�.Oo I ).
<br />ID # 11906)to the Global Protection Products,, LLC, Rule-Chaptar No.
<br />61 G20-3, Method I D of the Florida DepArtment of Business and
<br />Professional Reoulaition-
<br />4.-WND LOAD RMISTANCE:
<br />%,,,AI�04#0111, �111,
<br />�§,, ,gi� 1, .114o, - ,
<br />" .. w. - I . . , 1h
<br />20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind
<br />,
<br />- -
<br />0 "�_
<br />,4;:ZN..--`\N�Efi4"".1.P -�,,
<br />This product is being issued an Evaluation Reportas 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 />,_ $ ., I I
<br />� . 1. B
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />Ploridaguilding Code, and toverifythat the prodlictisforthe Purpose intended
<br />-
<br />26-176. Maximum Anchor Spacing shall be as Indicated on shoots 8, 9. 10, I i�
<br />�
<br />- �_ I 1. * :111:13i
<br />- * ,
<br />, !
<br />?J691�y_a__ STATE OF'
<br />at least equivalent to that required by the Code,
<br />14,15,17,18,19,20 2S -and 26 of 26, of Product Evaluation Docoment (P.E. D-),
<br />drawing No. 20471L
<br />- -.. .�,sf
<br />/ I N?,,�-. ,'4OittJIP',-_-,',41'1f
<br />� ,* *
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />I INSTALLATION,
<br />X" IV, - - - - r07
<br />r" * 0
<br />1�,;, 8/0NA`C"F'ko0
<br />"Ww"I'mill,00
<br />a BufIdIng CDda change that may affect its limitations and conditions
<br />Installation shall be performed strictly in accordance With details indicated on
<br />WILL
<br />2-EVIDENCE SUBMITTED ;
<br />2,11.-PROOM EVALUATIWDW & w
<br />"
<br />sheets 3 thru 7, 10 thru 20,23, 24 and 26 of 26� of Product Evaluation Document
<br />(P.E.D.), drawling No. 20-176, Minimum separation to glass shall be as
<br />D:� TILTECD ADMON AIECORDS I P. 9. REPORET-120 A GLOBAL, PROTEiCTION PRODUC:T LL A
<br />S. C � 20 G GIE
<br />GALVANJZMb7EEL$TORMPANELkORM#20-'fF,g�REF-ORT420-MB.01
<br />� � _UMEN1_(p_ �
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheeits 8, 14,16,26 and 2$ of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-ITS.
<br />sheets 1 thru 26 of.26 prepared by Tiltoco, Inc,,, signed and sealed by Walter A.
<br />tillit, Jr., P�E.; dated 07128/2020. This drawing Is an integral part 91AITNIS14"
<br />1101140",
<br />9
<br />,
<br />Evaluation Report, .ffijki 4. r�� I N
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<br />6355 NX 36th Steet Suite 305, Miami, Flanda-331166 - Mute, (30.5) 871-153 - I .
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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />— ________._ - - __ -
<br />WALTERA. TILLIT, a, JAF_ firtc Lcm
<br />=
<br />PRODUCT EVALVA110N REEM F11"% k� t 44V,7
<br />FI,CA. U�0N.-DOM?J 9
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY.
<br />Storm Panels
<br />PRODUCT NAME,
<br />z4 GAGE GALYANPiEn STEEL STORM
<br />I
<br />PANEL
<br />MANUFACTURER:
<br />�
<br />Global Protection Produg1L_LLQ
<br />4800 S.W. 51 Street
<br />Davie, Florida 3�*l 4
<br />1. PURPOSE OF FWALUAI1914' .
<br />This is a Product Evaluation Report Issued bYWAft6r A. Tillit, Jr., P,E.(,qystem
<br />ID* 1900) to the Global Protection Products. Il Rule ChaptorNo.
<br />61620-3, Method ID of the Florida Department of Bu , stness and
<br />Praftssionall Regulation.
<br />Thisproduipt is being issued an Evaluation Report as described herein, and has
<br />beenverified for compliance inaccordance with thEI2020 Seventh Edition of the
<br />Florida Building Code, -and 0 verify thal the product is for the purpose intended
<br />�
<br />at least equivalent to that required by the Code.
<br />This Produal Evaluation Report shall be subject to review and revision in case of
<br />a Budding Code change that may affect its limitafions and conditions
<br />2. EVIDENCE SUBMITTED,
<br />XJA PROUCT EVALUATION POCUMENT (P.E.
<br />,
<br />Drawing No. 20-176, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />, I
<br />sheets I t'hru IS of 18 prepared by Tilteco, Inc". Signed and sealed by�, Walter A.
<br />Tillit, Jr., P.E,; dated 01/2712020, This drawing is an intes
<br />,� V t t V4, Is
<br />Evaluation Report. �V ,
<br />- �5 .��;
<br />6355NX 16th Street, Suite 30, Miami, Florida 33166 - phWe (Jo5) 871 .Ng� -15-2,1
<br />PRODUCT ErYALL-AX1412iREPOW NO, 0472W 2
<br />Large missile Impact load tests were performed under SSTO 12-99 standard as
<br />,
<br />per section 1609.1.2 of the Florida Building Code, Uniform Static loads as par
<br />Section 1709A.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report * 081 4:01431 dated, 0111102 Witnessed by WIllism
<br />, -
<br />q. Mohner� P.E_ Bortz Morciz, P,E, find Hpriry�Hattam, P.E�andftpott N,q�
<br />0219-01-69, doi ' I � 1,1 '
<br />I led FebruaryL25�2001)., Stoned anct Boated -by Edmundo
<br />LargaoSpada, R ' E.and!Ienr�.Hattem,P.E. Large mistilai impact and Cyclic
<br />loadings Per ProtQuatsTAS 2D1 & 203'os per section 1609.1.2 Dfthe Florida
<br />Budding Code. Test Repoet prepared by American Testing Lab Of South Floeicitt,
<br />Report No. 1 123,91-10, dated Novernber-23,2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile lest reppd,No. 9CM-198 tiy,00 Metallurgical, 1=, dated March 13,'2000,
<br />1
<br />-
<br />signed and Sealed by Frank Grate,, P.E, As per ASTM E�-H�and Tensile Test as
<br />per QC Metallurgical Report No,A OKM-I 318,,dated DSCGMMr 1, 2010signod
<br />and sealed by Jany J,aciofano, P. E, as per ASTM E-8.
<br />2 3. STRUM_"L_ENGINEE(§NQ CAI&IJILATIONS:
<br />On24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchorspacing vs. design wind 10-04 and panel
<br />, � .
<br />length based on tationaland comparative analysis, and in Alcoordance with
<br />4ecticin 1604 afthe, Florida Building Code, Calculallorts Prepared by Tiltsob,
<br />Inc., dated 1211 9110 and W0111 (for this revision), signed and sealed by Walter
<br />A 71111t, Jr., P.E.
<br />-
<br />3-MMOLE IMPACT RESISTAN-C-E,.
<br />Large missile impact undersaction 1809.1.2 of the Florida Building Gode, as per
<br />SSTD 12-99 Btandard and TAS 201 i
<br />1
<br />4. )MND LOAQ4 RESISTANQE,
<br />24 Gage Galvanized Steel Storm Panel has2 been verified to. sustain wind
<br />pressures, Maximum Panel length shall 136 as indicated on Sheets 3; 9, 10, 1 1,
<br />,
<br />11 and 17 of 18 of"Product Evaluation Document (P.E.D.), drawing No. 20-175-
<br />Maximum Anchor Spacing shall beas indicated on sheets 5,.% 10, 11, I$ thru lu
<br />and 18 of I 8. of Product Evaluation Document (P. E,D.), drawing No. 20-175.
<br />24 G-ago Galvantlod Steel Storm Panel has been VerIficid tat code compliance to
<br />work AS a non -porous, storm shutter asestribly, as per SSTD 12-99 Stanilard,
<br />PROD1=2VALUALT N RAMT3� �A,� 'a
<br />,
<br />5. INST&WION:
<br />Installation shall be performed strictly in accordance with cletaiis indicated on
<br />.
<br />sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document(P.E.D.),
<br />drawing No. 20-17S. Minimum separation to glass shalt he as Indicated on
<br />,
<br />sheets 3, 6,,1% 14, 16, Marii;l 18 of"18, of Pfocluot Evaluation Document
<br />(PEA), 41fewing No. 20-1754
<br />S.-MATERIAL CHARACTEEUSTJCS AND SPECIFICATLONS1
<br />Shall be stoatty in accordance wfth General Notes and Components Indicated On
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No.
<br />20-17111
<br />Anchor specifications shall be as, Indicated an Oeet I of I 8, of Product
<br />,
<br />Evaluation Docurnont (P,E,D.), drawing No. 2061 , 75.
<br />7.-UM ITATIONS, AND COMMONS OF USE:
<br />7.1 - 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 Wo. 20-175
<br />prepared by Tilteco. Inc. andsigned and Basted by��AltisrA. Tillit, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as definedon section 1020.2 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 WafterA. Tillit, Jr., P.E, (Florida License
<br />No, 441167). President of Tifteco, Inc. (Flodds CA-OOM719).
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<br />GENERAL bma COMMMENTS FOR -REGULAR A LIEE SAMY SIOM PANELS . 1/4, 2/4, 3/4. 4/4, 5^ 7/5. , �
<br />B 3) IF CASE THAT PRECAST STIONE. OR PRECAST CONCRETE PAWLS, SRICCD OR WOOD BOARDS K FOUND ON THE (SCALE 1/2-1*)
<br />AMMM Sim mom MW EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAJR STRUCTURE BEHIND SUCH PANELS- 1W/10. 2W/10, 3W/10. 4W/10, C%j
<br />�1 �SMVMN.ONIIEL. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PED.) HAS BEEN VERIFFIED MR OUNN'LANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN &2). - __15.19r mm WAS"-----___--_ 5W/10� 6W/11 & 7W/11 * 6/5 C= - � ,,,�, .
<br />ACCOROWCE WITH THE 2020 i7th EDITION) OF THE FLORIDA WILDING CODE (C) - - L A2. �____ ___iSAW (TOTAL WRITH)_-_
<br />DESIGN WIND LOADS SHALL BE OMRMINED AS PM SECTION iA,4 OF THE ABOVE MENTIONED CODE, - i M0`NUFACTU BY 01W SAIII.M. INC . 7 i 62w- i :
<br />� i - L III 11 I, MIN. �
<br />fDR A W I I I I
<br />�� i i A �S,S. I Go I -M =
<br />,=.r ACT -, I/% ,
<br />S=jt�� WOW 114ME 1SNUTTERS WILL BE ff4STALLEC - #14-10 PANEUMATt FEMALE 10 AM PANo.NATF PLUS ANCHORS, AS MANUFACTURED Efy FLCo CONSTRUCTION PROM S I -------a 1�41--------------, , A' UK , MR WOOD SEE SECTIONS ON SHEM 10
<br />FOR A "_10 AND 3841 NOT EXCEED THE MAXIMUM ('ff) - 114"0 LAB SC"$ PER N.D.S. i -1 -7, , L __1 --1.3?0 1 1 CIA "M
<br />_ 711 ,,, r 40, � ,A IGO ; ��x , _-4_-IiI0, \ O.QW WK THICK . 1350`_� Z , ;r- W
<br />DESIGN PRESSUIRE RAT014S INCIGATO ON SHEETS 7 T14W 12, 14,45, 16, YAA a 20, -14 e0 � 51W WOW 814141143� AS DISTRIBUTED BY ALL POW SCREW. SOLT & SRWALTT CO. - - - I - "', I 1 7.7!5- ALVANIZED STEEL � 4,� ,� 0 0 6 C%A
<br />I vr,;�, r__�K_ ,.� GALVIRED, STEEL �.11* - __`-__r� _f_� --T--T-1--!f -----T----I 0
<br />�L 1 ,_ - " .=,
<br />ESICN WIND LOADS BY MULOPL"410, THEM BY DS W ORDER 10 � , � 7-1-7-i _71 ! 7 , � I I I (117)
<br />IN ORDER TO VERIFY THE ABOW CQ MOTION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWC 7 0 1) MINIMUM THREADED PENETRATION IWO WOOD OF TAIPCON ANCHORS SHALL BE A ilr MO 2- FOR ELCO PANOLMATE PLUS I L 11. I � F AM A-MM; I r � o�m_ili� (�), (D. r w �� .. I i
<br />SHALL BE FIRST REDUCED TO AS D. AND PANEUVAUE FEMALE AD. . I MIN, THICK Ho,.M,,� .�- � I 1 ! 7 �� I
<br />, I'll -4 �1'bw I - SO I- a�. r- c;.)
<br />CDMTIANAE THESE W/ MAX. WILD) DESIGN PRESSURE RATINGS INDICATED ON SHMS 7 THRU 1.1, 14, 15, 16, 19 & 20. -0 "'W. 3ALVANIZED STIOUL . / 7 a-1110 04VI EDGE 1� i � , C-D L
<br />c.2) NARmium THREADED PENETRATION or LAC smw, im THE WOOD FRAAK Loin "a BE i zaxl* /�" I , 2. � �2 &_(�)- (Dl@ - 6 1 1 1 C M &.a '�")
<br />IN ORDER 70 VERIFY THAT AMSM ON THIS P LD AS TESTED WERE HOT 09M STFAMEO. A 3U INCREASE IN AU.CwAaLE 1/2- NO "LA= I - �!� 1P \ DIEVAII - Sf 7 -1 111. � I I �_T - I / 11 C:� -= = V-4
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THRAAm PEI,&;ATH3N. OR-6r- Aj _HAMMED
<br />(AS BEL" DETERMINE IN - I EDGE I I , !114
<br />STRESS MR WIND LOADS WAS ML USED IN THEIR ANALYSIS, FASTENERS SPACING TO WC430 I D ONOV. I I C i.k.
<br />ACCORDANCE WITH N.D,& 2010. _t�MTAIL A )l � �1' I *6
<br />S70W PAMWS ADEQUACY FUR IMPACT MO WIND RESISTANCE HAS BEEN VERIFIM IN ACC �_ WITH SECTICIA 1628 OF C-3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED '.9 THIS DRAWING ------ GIA.A. A ------------- - 48S 1 ---- -_ . � - . I I � ----------- � .. I t 4&W 1 1. � I-V M = ,�
<br />� --I . � .1, Q - " .=
<br />, F.
<br />THE ASM LA RED CODE AS PER HURRICANE ENGINEERING * TESTING INC. REPORTS 95-50, 94,-�70 & 96-T30 AIM CA) MINIMUM PENETRATION OF WOW RUSHING SHALL BE A/W. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM , W - I- __ - _. - _11- � I - . , I E �
<br />FENESTPAPIOMENTInOTM LAB INC., REPORTS 12OU & 02126 . AS PROTOCOLS TAS-201, TAS-207 AND TAS-201. SHOULD STUCCO COST, AND I- MINIMUM FOR %AU S WITH NO STUCCO- So' -------.------ _.� LL � I 6 V i, = M
<br />,
<br />__ -
<br />-
<br />AS WELL AS AMERICAN IM LAB OF SWIM FLORIDA REPORT 00219.01-C9, IS PER 1AS, 201, TAS 202 AND _ i. -_ ..- - I , �,, I - . - - _ - - - �R_
<br />TAS 203 STANDARDS, C5) IN CASE THAI PRECAST STQNE� OR PRECAST 4XINCIAM PANELS, STUCCO 09 WOM BiWaS BE FOUND 00 THE IDGSDNC� T EVAIIIII-em" (A END STORM PMFJ, 11 I I lai R ,2 W
<br />t ALL ALUMINUM EXTRUSIONS To BE OOOST6 ALLOY MO TEMPER. (UNLESS OtHEMSE NOTED), EIa SHOr Z WALL ANCHORS SHALL BE LOW ENOUGH 10 MACH THE Mon STRUCTURE SEAHANo SUCH PANELS, 5-2.367*-- 1 1 - =. = 0
<br />44MWE SHVIII At AS MENTIONED IN C _ I- I - - --- -- - r -
<br />- 1), C.2) & C 4) "A, _ -.-r - � , , - = =
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAW 0105-1114 ALLOY. -1, 114-r- - - � "I I " .= 0
<br />(0) ANCHORS !IKAU. SE ANSTA= FOLLOWING ALL OF TAT RECOMMENDATIONS AND SPIEWICATIONS of THE ANCHOR'S MANUFACTURER� PAMal BW ALP -, ,,>---1,_ pi$4 ___,____,___71 -L 2.187-- J- � r � I I I 1141, " = -,C
<br />'A
<br />.125* 1/41*411, 1�4'*-20, 1 ` PANELS W/ 1/40;20.1, -:11; �t AT;
<br />4 ALL STEEL SHEET METAL PANELS SAALI HAVE STRUCTURAL CLAIM SIM AMU A-651 GRADE 50 MWJUAAL C-60 . i - I ISO' , SM. - a - - Iilii�Tib J - - - - - - - - T - - - 9
<br />_� 1, 1 1.26- clow %:I-: 1 jF jjjj`R,WoTo, � I UNBOLTED I I -
<br />GALVANIZED SIM CESIGAfATION WM- 56.5 k* (AFTER AAOLIM� 6, PANELS MAY AM BE INSTALLED HORgONTALLY FOLLOWING INSTALLATION DETAILS SHOIAN ON SECTION 3 THROUGH 10 04EEM 4 ,A/"- -, - � ! .125 1 _g" - ..'�, 17 1 .. -, '
<br />, �
<br />-
<br />� I 'I To ANOAZ ,a TV ARGUE 9 1, .11 I -_ T W "I
<br />THROUGH 6) EXCEPT I�W READERS (2) a (1) SNAU NOT BE USED, - J � �Iw It a S.& Into wirp (SU SECTORS AS / �, QJ all .0
<br />5, ALL SCRM TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATIED CARBON STEEL AS PER 9. It SHALL BE THE RESPONSIBILITY OF THE CONINAGTOR 'to VERFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO ISE ;,,�_, - ,a 11r OA 1 f APP "I rul ru Ir 3/32 . I..) 0)
<br />tENGTH! III SKAU_ COMPLY W/ FLORIDA BUILDING CODE _X __T0_01T_ , - I W
<br />OIN 500)8 W - __� � 1 12 Ilr O& . I (SEE SECTIONS AS APPLICARE), 3; = =
<br />2�11�50 AcR YWILD STRENGTH MO 90 W TENSILE SIT ...- r .093" - . I - �
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<br />SECTION .314. ATTACHED TO INSURE P*OPEP ANOWACZ_ THIS SHUITER &*U_ ONLY SE ATTACHED TO CONCRIETE, BLOCH OR WOW FRAME 75 "t� _ R��I_-bo, �1` - -
<br />BUILDINGS. ,OW L I . 2. 1. ---I - I I .
<br />� car I 21 am' i . . I _L_J._L_ � I I --d-li A=. !! ;,-�
<br />i . I 1
<br />7 1� � L_ I I I - , -F, .r
<br />8, BOLTS TO BE WM A-307 GALVANIZED ETEEI� OR AISI 304 SUMS STAINLESS STEEL� WN 30 A. MINIMUM YIELD �, " - - - . , P Ox I I . ,gig SM -
<br />L 1 0931 r ; I --- -- - - ___ __ -, T J�l 1, , __ _____T_ - - - "I - - " ,J
<br />STREAGIN, AD. EACH REGULAR STOW PANEL WTH LENGTHS OVER S'-$ THROUGH 12'�-, AS PER SECTOVS t & 9 & 10 AND ALIUKUNCS BW _�>bllso i 2,1 ks* , - - i 1254 D��- ' . / , ED
<br />�', - t It & 375' 1 .19A.11 _-_I I = r=
<br />SW III 1OW ON SHEETS 6 & 12 RESPECTIVELY; SK41 RAW A LEGIBLE MO READILY MAKE MAJAXING INSTRUCTING OWNER OR i _ I ; I
<br />I ANCHORS TO WALL SHALL BE AS FOLLCWS� TENANT TO SECURE PANELS W" APPLICABLE REINFORCEMENT DURING PERIODS OF NLIRRICANF WARNING I- IIIMME�___ e " I t-. 1 125, - i 11 2 0
<br />, . , �/
<br />, � � U_ 47 L ===�� f � � � jm� 4.0
<br />W M�=10a_MQV&%_%0QR= 1 �_.__._._____S. M___._.__ '-,.sw--- I I A-
<br />A I THE fINSTALIATION CONTRACTOR M TO SMAU L_-, � . _J I ,)��:. Y�,' � L.J � i 1 i
<br />-11/4'# TAPOON ROCHOM AS MAKAFACtURED BY I.T.W� BUILD". INC (IMH� r-5192 p..Q tic K"AAAG TO PREVENT "No/" ON:K PILL SHUTTER COMPONENT EWES WACH REMAIN IN CONTINUOUS CONTACT WITH � I -
<br />- /4' # * 7/0" MR -IN ANCHORS. AS MANUFACTURED BY DCWALT INC. (MIN. t'r-3000 ;,.� ISOMETRIC VIEW DETAIL A / I ,000't!�_z ,OW___ �& - - i i =
<br />I -*-
<br />I �0 ., 12. WORM PANEL INSTALLATION SHVU. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY WLDING A 20 c u S ROUNDED CORNER 0 0" Of PANEL'S It D.M.,&1@14)_ __ ____ - , - _ - --,---.--.--.- - __ - - i- �
<br />- /4 . /4' SOUO-SET ANAGHORS� AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. NO RAN RED LAT04 AMIT 1� Ali 9 44 . ;,� t T.,.., -
<br />(W. 1,43000 P.L) 4% . � L__.,__j
<br />3' MAX ;
<br />14*0 rPTAP-GRAP AN040M AS MANUFACTURED at TRv-FAsr CORPORATION (f'300 P��) - - - - I- MIN.-
<br />4 VARIES � ON.
<br />�
<br />AA) MINIMUM ELMOMEW OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 41e, 2- FOR PANELWTE FENAIE (b) CONTRACTOR TO K RESPONSIBLE FOR ME SELECTION, PURMIASE AND INSTALLATION INCLUDING UTE SAFETY OF THIS MULIM I SEE W. . . I 1W/10, 2W/10, 3W/10, 4W/10, __�,_ 6/5 :
<br />'
<br />I
<br />- 1(14-10 PARELMATE FEMALE ED & PANMMATE PLUS ANCHORS. AS MANUFACTURED BY MW CONWRUCWN PRODUCTS (N.T.S) REVERSE STUD � t , ,
<br />PROVIDED By THE ,tkIRMICTION WERE PERMIT IS APPLIED TO- END UP W/ HENONED EDGE. (i) 'h' HEA R (�) ANG (4 ANGLE WIT14 STUD @ AS= WIM — i .
<br />WN, f'_3350 P-') 13. (-) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PKPARED BY THIS ENGINEER 15 689RIC AND DOES NOT PROODE INFORMATION (�) "U* HEADER @ - @) - (�) - @, 26 P! 3. - I
<br />- , FOR A SITE SPECFIC PROJECT-. L.. WHERE tK SITE CONDITIONS DE"ATE FROM TAM -ZU, �._ '. .- 1/4, 2/4. 3/4, 4/4, 5/5, 7/5,
<br />I
<br />0 AND PAREMAITE PLUS AND I 1/4- FOR OF TAP -GRIP ANCHAAAS. EAM ON THIS PX-0. PROVIDED K/SFIE DOES NOT DEVIATE MOM THE CONDITIONS DUAR.ED ON THIS DOCUMENT -:: _f__J 1114 & 2/14 "4 .374* Apir A74 ,a"- . - ! SW/101 6W/11 & 7w/li N
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<br />, ,_ ! ..... � ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 2
<br />A.2) t4X-IM & SDUD--SET ANCHORS SHALL AS EMBEDDED VS- INTO THE POURED CONCRETE. No EMBEDMENT MO (4) THIS PRODUCT EYAWADOM DOCUMENT WILL BE CONSIDERED INVALID OF MODIFIED. I FOR WOOD SEE SECTIONS ON SHEETS 10 A, 11 _'______�
<br />BE PERMITTED. 1/4' O-ZO SCREWS USED SHALL K 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, 31S* /_1_._T40I* I
<br />STU � � r- I ;
<br />RD CIDOMS04LULM FOR WALLS wIDI No STUCCO, *0 PAY OF HEADED SCREWS OR ALI, THREADED, SCREWS, w/o MOND. I t!Ls:j - I ---f 61- � I . = , I � I , """_"C,
<br />. I 1= _',
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<br />am (it) SITE SPOOK PRQJMM SHALL BE PREPARED BY A V�ORIQA REGISTERED ENGINEER CIA ARCHITECT WHICH WILL BECOME THE '40' -a, � � I NJ.&
<br />WITHI WING NLITS. ENGINEER Or ROX)RD (LOA) M THE PRO - - 1,0B3- .3'43- 1.671 -*fvl
<br />, , get AND Visa WALL BE REEPONSAaa P0 TW �
<br />PROM USE OF THE PZO. ENGINEER OF REOCRO. ACTING AS A OMEGATED 04MM To THE -I I � 1 - S' 1
<br />1 L _W,.G=rT __ :
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL BE LOW ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH .957' `B) F � - " k.- ,I i _�T -) & & ELEVATION
<br />-
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<br />CONSTRUCTION SAM AT SITE 15 THE CONTRACIOR'S #MSPONSIBILITY, T ,n* 15 FARM. .In �,
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<br />P.E.D. ENGINEER� SHAU_ SUBMIT TO THIS LATTER THE SITC SPECIFIC OPAWN95 F . 093. REGULAR SIQRM PANELS (I
<br />#31 IN CASE THAT PRECAM STORE. PRE!CAST CONCRETE IAAPAEIS� PAVM STUCCO OR WOW SOMIDS BE FOUND ON THE OR REVIEW i 06W PANEL OVERLAP A . AN. 0I. � I I . -.14 " - �.12S- I ow L , � 'I
<br />PANW ANCHMIAI SHALL BE AS MENTIONED IN AI) MO IN A.2). (0) T141S P.F_D. SHALL KM THE DATE AND ORIGINAL SEAL AM SIGNATURE Of THE PROFESSOR& I ',��, � -, ;;-_7!T _j, �Ow
<br />(a) PIENJOST B,= WALL ASEM C ; ENGINEER OF RECORD THAT PREPARED IT 7.0 I PD (�) KEY HOLE WASHER MS** 17-1) - V�. GAP
<br />/4
<br />/4
<br />/4
<br />/4 t4- SHUTTER MANUFACTURER'S LABEL 94ALL BE LOCATED ON A READILY YMEILE LOCATION AT STORM L 1/4
<br />/4' 0 TAPOON ANCHORS AS MANUFACTURED BY 1. T W. eUALDEX, INC. PANEL SHUTTER AN ACCORDANCE Wft SECRON tVa.9_3 OF FLORIDA BUILDING. COX ONE LASEL I (�) 'E! TRACK M= (R 3X "F' TRACK (7) UK PLATED 247' -
<br />- 1/,V 0 � 7/a* CALF -AN ANCHORS� AS MANUFACTURED BY DENALI INC (MIN, e-1500 p.4) SHALL BE PLACED FOR EVERY OPENING LABELING TO COUPLT WITH SD;nON f70,92 11 THE ,.m. (" 063: A
<br />- A /`1*0 X 3Y4- SOUD--Sn ANCHORS. AS DISTRIELF[W BY ALL POINT SCREW. Mr & SPECIALTY CO. I I.) :� :Z 10114ft MM STUD ONA, CMEAW � WHOLE VXLM
<br />FLORIDA BUILDING, COOE 4ACYAMM STM - �
<br />-
<br />(". f-1300 P.�,i) j , __ r -0 N� M%1N." --A "4� F !
<br />__
<br />Iii+-�O PANEUWe FEUME 10 AM PANELUATE PLUS ANCHORS, AS MANAUFACTUREAD SIT E10 CONSTRUCTION W.AWAND $KAU ONLY BE USED -M � - n --I ,Ii�,, - .... N ___ -�, " V�W\ i I
<br />PRODUCTS 11,061. rv-2D71 p,ojj oo 10"NOUNI, EM-1 PERMITS IN , " is, 100% - � � ,�
<br />- THE StAXE OF I'LORMA - � �/,��001's"A � 'I. . .
<br />1.1m � I i - - U_ I :r ,f.* e- N)Ptryd;p - ,
<br />- 0 CF TAP -GRIP ANCHORS, AS MANVIACTU9PAI BY TFW-FAST CORPORATION 91 *0 3r# '0A.0 4t � - �_� "..._/ ,,"It \_/
<br />, ; I
<br />�.. T. ....,
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<br />9-1) MINNU EMBEDMENT tW TAPCON ANCHORS, ELOO PANIELMATES AND OF TAP--GRP ANCHOR. 114E � re- .. � FLORIDA BUILDING CODE (High Velocity Como Zone) i I .... n
<br />... X)X; - . . I
<br />BLOCromn SHAII UE I ip-� 11 - ' ' - .m AL=1 Mg. I& . &_:., - * , U cone Zond)l . % FLORIDA BUILDINO CODE Lftob V.10CRY NU com Zanq)l
<br />- - STORM PANEL .
<br />" I I., , - f I
<br />_"�: 1. i DWAIN I i NICKEL - 1. r Qw ,*= mmo, #At FP_ .1 U1,020 TUTCO. W. FA�
<br />- 1/4 IS A. I T � -S ' 1 ,/4. ,��_ - NT_/ I(D .. . I
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<br />A ,�, ". �3 _J I -3 - -t - No. 44161 *1 I MAYL GNP
<br />8.2) CALK -IN & SCLIO�-T ANCIIOPS SHALL BE EMBEDDED 7 , : NO� 41167 - 20 CASE CALVA14ZM STM IOU L_ . -m-S, -% - * -_ * I FLORIDA BUILDWG CODE ft;h velocity L(� _'; Z
<br />le I Z i ____T._AD , ,� W114 NUT --. 1 20 GAGE GALVANM SM STOF41 PANEL 20 GAGE GALVARM STEEL STORM PANEL
<br />INTO THE CONCRETE BLOCK _ NO . - . I - -&I WOVIC&L
<br />two STUCCO SHALL OF PuzuIrTm. t/4- 020 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM % - ca GLOBAL PRoTtanoN PRODUCTS. Lm """ . - A A .157 (g I= HOLE . � . .. . CA" V, Z 1: No 44 67 DFVMW By,
<br />- -
<br />EXIST. AND I' W41VLW FOR WALLS WITH NO STUCCO, S'�$% STA OF '_ — VIU,0 &*- 51 .row QVIO -2.000 _i 10.1 CIA" - , � - , SECTION A=A: - * '*' 7- - GLOBAL PROTECTION PRODUCM I.I.C. "'.,/'
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<br />, , -, i, �,.' L Z_�_ - - �__ - _�_ wet n_ W1. KPAIIIi. AT PANEL %hkc * � GLOBAL PROTECTION PRoDucrh Lm `B14N%17*MG N.T.S_ s - ' % 11LIEC0,1111C.
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<br />'k. U0. . "Z 0 . 'g�R- R KW_ _W, 20-176 �__ Am S.0 51 STOW .$ 48M &K 51 5111013
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<br />Ck-000" . OWAM 14.. . PNOW- (AMIRIK-Miakt 1A)"(11000-10117 20- , '" - AL ,W. I
<br />ALUMINUM &W WOUXAM WASHER W/ ADDITIONAL .... &I& W" 11 n I N, A%;iVG (.0:% ,, ='"4)W-.�, 20-176
<br />. flaii..11 - %�= IMD ii!.-M . I - I I I I 7 .7yalo.3/32, WASHER "AINUDR; -1 X .I aiig.- I ix Ofte" k. ",;, " *-� L - . _!%�J11_,X%` M_=. I.i I t"_ __
<br />- =I.- , 0,00w,. I. - - .
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<br />I ��__ .IRN.0"M~_A_ Flaw 1;1 -mg- - - "M I Or "
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<br />INSTALLA1112N DETAILS FOR Hr&ULAR EANE a & 6A DO 9SAW DUMS FM M&MON #4 � MW CIAME
<br />INTO EXISTING POURED CONCRETE OR CONCREIE OLD -SIRUCTURES QQKME 111= OR = INSTALLATION DETAILS FOR REGULAR PANELS(I
<br />INSIALLOON DETAILS,FOR REGULAR PANELS I & � VAUD FDR MUAR UEE SAM AND E=Z K" INTO EXISTING POURED QQNCRETE OR CONC
<br />INTO EX19ING POURED CONCREJE OR CONCRFT;- BLOCK RTr#"V,TUgE5 = ... .... S _,_=TOAPLPgEUAA1E I'DAU ID, CONCRETE ANCHORS A �W_ M
<br />on Or up -ow (SM SD*UU ON iMM I.
<br />Ou imamium cm . SCHEQUis ON SAW a a 9) I �_ ANCHORS, FOR CONCRETE SM SCHEDULE ON SHEET a,---
<br />nem a RNXM B) I *�_ ___MUIXV CONCRETE � FOR WDOO SEE SECTIONS ON SHEET 12 -_ I
<br />CONORSTE ANCHORS % SwEts 8 THamw 0) i I I r-4`GM'.`R'K'9w 1_�.NC2W.K I OR CONCRETE BLOM 4" Ma� ior I NMJ U) _4__J
<br />(SM 5 111�4
<br />CONCRETE ANCHOR& SHME"im." La. - AVOWED I REQUIRED pnwm VAXAP .1 WU VALLD)
<br />."M GIVE SOMMUE a" 4 ii�' I i 1% I ANCIVORS ____=1�111E &�IL* I' AIM, � �
<br />CONCRETE AMONG" ft.w - CONOWIL _� �i* vi�.
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