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<br />PRODUCT CLVAI,UATtON REPOIt'I'lyO. 20-0728.81 y
<br />�ijICT 1L�ATIOtV AEPOR'P NO. 20.E77f1.01 j
<br />ILI EEO
<br />Ilyc_
<br />INc.
<br />TILLIT TESTING 8 ENGINEERING COFIPANY
<br />� 2. Tct3TREPORTS:
<br />- -
<br />B. MATERIAL CHARACTERISTI ,IAND—SPECIFICATIONS:
<br />TILLTT TElfflNO & ENGiNElRINO COMPANY
<br />- - - -
<br />WAT.TRR A. tTL11T, JR., F.E. - ti ! CO11D
<br />I.
<br />rLr.E,uHRAw �„�„�
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1826 of the Florida Building Code. Uniform static loads
<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 />(P.E.D.), g
<br />- - - -- -- -
<br />waTa7;.ttn. rlt.tJr, IR, r.L ell
<br />PRODUCT EVALUATION REPORT IIOO( 9O1.°oID
<br />� � .7.eF 1,ITna,.N. 44167
<br />ILCAL,,—M.AW,f2
<br />as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering &
<br />P P P P Y 9• n9
<br />,
<br />No-20-176, Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />tLC.A.LO•.WNa A"?19
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727.02
<br />P.E_, Fenestration Testing Laboratory, inc. reports # 2032 dated 0411811998 and
<br /># 2126 dated 10106/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009.
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr„ P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.3, STRUCTURAL ENGINEERING CALrULATJ f A
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME. 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1020.2 of the Florida Building Cade.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />MANUFACTURER: Global Protection Products. LLC
<br />MANUFACTURER: Global Protraction ProduCila LLC.
<br />length based on ratbnal 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 structuros.
<br />48W S.W. 51 Street
<br />Davie, Florida 33314
<br />4WD S.W. 51 Street
<br />dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davie, FTorida33314
<br />1. PURPOSE OF EVALUATION
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Waiter A. Tillit, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Wetter A. TTlilt, Jr., P.E. (System
<br />Large missile Impact under section 1526 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (System
<br />ID # 19DG) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020.3, Method 1 D of the Florida Department of Business and
<br />9� WiND LOADS RESISTANCE
<br />�+*�LMP p �71�"'I�i y
<br />.#;I ti .......4T
<br />61 G20.3, Method 1D of the Florida Department of Business and
<br />Professional Regulation.
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />.�0 V, " ✓,�
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 20200 Seventh Edition of the
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />18,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />_ -- r� = � 44167 : z
<br />�-�-� a
<br />-`'* * *
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been veNfled for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Coda, and to verl That the product is for the u ose Intended
<br />9 verify P purpose
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />� * �
<br />g �r�,o•: STATE OF /
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that
<br />q ' required by the Coda,
<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 />r s 9 ,
<br />r�•.'IORt�.��
<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 />5, INSTALLATION:
<br />,��" S%ON M.- ��
<br />7f"Ifunfnua"'�
<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 />a Building Code change that may attach its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED•
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />D;IiTTIILLTECO AOMON RECORDS I P. E. REPORT.20 ( GLOBAL PROTECTION PRODUCTS, LLC % GAGE
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUAT"20ION DOCUN NI_(P_NIZE1:
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />c4VANOWSTEEL STORM PANEL ORMA,MI70kREPORT san MOi
<br />Drawing No. 20-176, titled GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />21. PRODUCT EVALUATION DOCUMENT (P.E.D.)
<br />sheets 1 thru 26 of are
<br />prepared by ,Inc.; signed and sealed by Wetter A.
<br />(P.E.D.), drawing No. 20-176,
<br />Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL",
<br />to
<br />Tillit, Jr., P.E.; dated 07/28l2020. This drawing is an integral partRAIN S
<br />. This
<br />sheets 1 thru 18 of 18 prepared by Tnteco, Inc.; signed and sealed by Waiter A.
<br />Evaluation Report. ZtRA .%4, %��
<br />MM11(IllenIIll"
<br />/r9�
<br />Tillit, Jr., P.E.; dated O7/27/2020. This drawing is an into Y is
<br />g
<br />Evaluation Report. •�F,
<br />-- 4111�14\CONS C/
<br />F' ,�
<br />�.���Q�iN,C
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<br />;'1� .•, �,
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<br />'-'=
<br />�, Nit. 4
<br />'- `_ - �'�►l�t 4A167
<br />*'
<br />�
<br />- , I- .
<br />DR1 �'
<br />?ytycfs�� ,QA.IDP ; \I
<br />STATE OF r 9;
<br />O'r F/ORIO `a
<br />y°'vr;
<br />.?�5 - 1s %STATE OF sir =
<br />r
<br />ct ='r1ORIt1 ,G. R,
<br />6355 N.W. 361h Street, Suite 305, t iiazni, Florida 33166 - P11DDq: (305) 871-1530 -Yam, tI� S i
<br />S!(jNAL���+
<br />'",NnNILILatI"��
<br />6355 N•W. 36th Suva, Suite 305, Miami, Florida 33166 - Phow. (305) 871-1 f tp ,80'i-1531
<br />rNN,H....
<br />'Ar+fN ItIH41100
<br />PRODUCT' ICU LL:ATEON JUMORT NO. 20.9=112 2
<br />22 TEST iZEPORTS.
<br />Large missile impact toad tests were performed under SSTD 12-99 standard as
<br />per sectio
<br />n 1609.1.2 of the Florida Building Code. Uniform
<br />rm 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 03/11/02 witnessed by William
<br />R. Mahner, 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 />Largaeapada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1800.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Judo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-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 QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />Z,3 STRUCTURAL ENGfNEEN,CALCI�I_eTIONS
<br />On 24 Gage Galvanized Steet Storm PacTel far 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 1111104 of the Florida Building Code. Calculatlons prepared by Tiltsoo,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. TIM, Jr., P.E.
<br />3. MINILE IMPACT RESISTM -,
<br />Large missile 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, 10,11,13It" 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 SSTO 12-99 Standard.
<br />�F!,A: t�( ",
<br />/ TE F11
<br />sir'•. F(oR10f .t►wat
<br />S�`�yd
<br />Nit/ejONloll1Al����.a
<br />3
<br />5. INSTALLATION:
<br />Installation shall be performed strtcUy in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of % 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, 15, 18 and 18 of 18, of Product Evaluation Document
<br />(P,E_D.), drawing No. 20.175.
<br />S, MATER[AL_CHARACTER-LQTICS AND SPECiFICATIONS•
<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 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175. R
<br />.
<br />�
<br />] ]LIMITATIONS AND CONDITIONS OF USE •
<br />7.1. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, InEficate4gi�,
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20.175
<br />w
<br />prepared by Tiiteco, Inc. and signed and sealed by Waller A. Tillit, Jr., P.E.
<br />7.2. Product shall not be Installed within HiGH VELOCITY HURRICANE ZONES
<br />c
<br />to
<br />as defined on section 1620.2 of the Florida Building Code. ..
<br />-o
<br />7.3_ Product shall only be installed into poured concrete, concrete block, and GO
<br />a
<br />A -
<br />wood frame structures. Q
<br />a►
<br />M
<br />m�C
<br />En
<br />Product Evaluation Report prepared by Walter A. T'dllt, Jr., P.E. (Florida Lice
<br />WNo.
<br />44187j, President of 711teco. Inc. (Florida CA-0006T19). as
<br />e
<br />1
<br />to
<br />
<br />.
<br />, n0'OUINnINNI
<br />tiP T r4t1,,
<br />o
<br />� �
<br />WATdl
<br />On TILTECO ADMON RECORDS 1 P
<br />GALVANi2ED STEEL STORM PANEL L
<br />COMPONENTS FOR REGULAR III: LIFE SAFETY STORM PANELS
<br />E" NONS• B3) INCASE THAT PRECAST STORE NC OR PRECAST CDRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE ON
<br />EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH 11I1 MAIN SIRUCiU3E BEHIND SUCH PANELS. (SCALE i/2•11' 1/4. 2/4, 3/4, 4/4, 5/5, 10. 6/5
<br />+ STORw PANG. SHOWN DN THIS PRO"BeDUCT EVALWTON DOCUMENT (RED.) HAS BEEN YENNED Fort CONPIAAINCE N ANCHORAGE SHALL BE AS MENTIONED IN 0.1) M40 N 6.2). -. _ ._._ -.. ---- _. . __ -.. 15.1W (TOTAL BOTH)-- _. . - -.._ _... _..-_.. ._- - __. __ ._-__ __ -_..-15AW (TOTAL WON)_ _.. _____ SW/10, BW/11, & 7W/114W/iD,
<br />ACCORDANCE WON THE =0 (m EDITOR) OF THE EIDRIO% BUI NNG CODE TO M-UM 5<_11M .(�H- SPERSFIIC G06'BiY.._ LL.311N31.i' -- -.... _--..12.500' (ETFECTWi W07N}_ ._ __ _. _._. r MI ANCHORS: FOR CONCRETE SEE SCHEDULE ON SNELTS 6 k 9_ __ }• MAX_
<br />1/4'. TAPCON ANCHORS, AS MM UFACfUREO 84 I t o sutra. INC
<br />DESIGN WINO LOADS SHALL 8E PEIERWHfEU AS PER SECTION15 D SHAD THE ABOVE MENTIONED CODE, _ �I._IO PANEI:MAIE FEMALE O AND PA/ELAAIT PLUS MIOHO6. AS IAAINUri'ACTURFD BY ELtp CONSTRUCTION PRODUCTS _-- - . a I/a- - -'-- --.- I`-__. _...--- s.25D'. _.. ____... - mil• yN -r-- - - - -- FOR WOOD SEE SECTIONS ON SHEETS 10 t 11---.... -'_I• &m
<br />FOR A WIND SPEED AS RECKAED BY THE JURISDICTION WHERE THEN. SHUTTERS WA) NSTALLEO ANO
<br />FOR A DIRECTIOWILM FACTOR Kd-0.65. USING ASCE 7-I6 AND SHALL N07 EXCEED THE MINIMUM (A9.D.3 _ 1/4Y FAG SCREWS PER M.D.S. y ;- I. �/.3'so• 1. - .' ,300• p ' ' ,I
<br />OESf:I PRESSURE FATNGS INOCATrD ON SHEETS 7 /1HRU ,2, 1.. 15, 18. 19 A 20. - 7/16Y r S/8• WORD 9USH9(G. AS DISTRIBUTED 8Y ALL P011)t SCREW. BOLT A SPEEAi.tY iTO. _ � _r�• 4 �. �. � #V � _�• "'.T.�'"..,� �, 0.03s' MML 1MOt 1.390'.-• r t.�S �} O O O '.
<br />IN ORDER TO v[wrY' THE AeOYE GO)OTIOH. ULRMAIE aelaN w9Na LOADS DETERMINED PER ABLE 7-i6 ) / .•1.; , - D ,'�. • ---- �z -- , -! TAS A A- 1 -� D.M.,Q, 3�, ®•} C7 i-?- + I , --i-- - - I I 1 .... _._-_ __ .__. _1
<br />SHALL BE FIRST REDUCED To AS.D. DESIGN WIND LOADS BY MULTIILYRNG THEM BY 0.6 N DROOP TO C 1 MINIMUM THREADED PENETRATION INTO NTO WOW OF TAPCON Aw4110R5 SHALL BE T I r AND 2' FOR ELCO PAWA4TE PLUS � "� _ I anta SO weet
<br />COMPARE THESE W/ MAX (A,SO DESIGN PRESSURE RATINGS NOCATED ON SHEETS T IIMU 17, 1A, 15, 16, t9 ! 70 APO PAWLMN.r FEMALE ID- J/ - 7.857' OAST" WN. TWCk HE3IMED: / IIr' !� �f 2,63Y G-60 oALV. ..r ,�f� (�-T--.__ _-f__1___t.__r.... ,. _.-r __i. ' __r____T__-T___t__l_ _1__T_-_T_-T_ ..
<br />4 7 WSAMED 6TEEL EDGi._ ! 1 J EDGC._ ` -, ®-�:,/• 4U�® • \J I I � -� 1 � j
<br />C.2) MINIMUM tHrEADED PENETRATION or LAG SCREW, INTO THE WOOD FRUX Own SHM1 BE + 1/2• NO IHREADED 2.OD0' �},,'V _ tYP. ASTM A„�3 T- 2-000' T ( j I 1 T ^�
<br />IN ORDER 10 VERIFY THAT ANCHOR ON TAS PE D. AS TESTED WERE NOT OVER STRESSED. A 337E INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL 6E CONSIDERED AS PART OF THE REQUO" THREADED PEINflRATON I '-"r" ,.-RCETIMEU arw So M OMW ORAL di f �� f',7 �--�.�1-�� �' ORAE �: � � i I ' j i 'i
<br />STRM FOR WIND ACCORDANCE WITH LOADS rLGi USED w THEM ANALYSIS FASTENERS SPACW. TO W000 wM5 BEEN DETERMYNED N - I 7AiLE6A°C 15.8 9-90 CAEV. LATAILE 3 IB.s' I f I I ; I f
<br />C 3) MNR UM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS NpUTM IN TADS DRAMNO - - ' L _ I I I I
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE YWTM SECTION 1626 OF -. _ - _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ - _ _. , i _ _ _ . _ - _ . -. _ _ _ . _ .. I _ _-_ 1 I j AAA
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGIMORNG A TESTING INC REPORTS %-569. 96-5TO @ 96-ISO AND C.a) RAAMAw IiTEiRAt1pN OF WOOD BUSHING SNN1 BE S/8' 1/4' •-20 SOWS USED SA41. $ , 1/2• LONG IANIMIUM - 1.350' 1.3�0' _I. / 350'.�._I-_ - L _l.- '_ L _ ,. _ I _i_i 1 : I L_-.I_..i _.I..I._ 1 Ea
<br />SHOULD STUCCO WST. AND I• MINIMUM FOR WALLS WIIN NO STUCCO - - _. _---._-_Q.25D• _ _..
<br />FENESTRATION TOTING LAB INC. REPORTS r20}2 A:126 A5 PROTOCOLS tA6-2Dt, TAS-}02 AND TAS-203 - - j T A
<br />S WEll A3 AAERICW TEST Of SaJRH (LORD. REPORT /0219.01-09, AS PER tA5 201, TAS 207 HIND j� 1 r- (.-. -TT_ r , j_j_rAs 703 srw-roMms. ©S7SiiR1l PANEL END STORY PANEL ,M I I j - IiC5) N CASE THAI PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WORD BOARDS BE FOUND ON THE EXISTNG y 1WALL. ANCHORS SHALL IV LONG EMOIGN TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS Iz16r- . -
<br />2 ALL ALU MNUM EMAUSIOtS TO BE 0063-T6 ALLOY NOD TEMPER. (UNLESS oN4RWISE NOTED) SEE SHEET z ANCHORAGE 94AU BE AS MENTIONED IN c.1). c.2) a C 4) l/ , ' , "r .-2 I 1 i - : _j if t -1-_ , I fI , til,
<br />T ALL ALUIBNM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. i -..-- .. I i 1 1 !
<br />(D) AINCFIORS SHALL 8E HMSTALIED i'OKjpRIING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS W ME ANCHOR'S MARUFACRRER /� 1.250I - 2.18T- --.� // I 1 I I I I t I I !
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUAUIY STEEL ASIY A-6S3 GRADE S° iA7AMIMMI. G-60 P,NELS fA0 LI? % • ) T250• 100' t2�• - .750' - i3a Sfl1If5 IOi SOWS .125' ' , IIRIBOLTm PANELS 1 1 I i ! BOLTED PA2EL5 W/ 1/N-zo. t,'_ _ _
<br />OALVANRED STEEL DESIGNATION W 6 PAWS MAY ALSO BE NSA' F9 HORQO MLY FOLLOWING NSTAILATK)N DETAtS SHOWN ON ACTION 3 THROUGH t° (SHEETS ! _ 1 I f /FY- SC5 4, (AFTER ROLLED). IHROUCH 6) EXCEPT THAI NFAOERSQA® SHALL NOT BE USED W/ Water; EDGE. 1 .too* k ,_7 I I-1.125•I -1° ANSTUO s 5. STUD 01E � T° NIOIE AD 4..75°'•- N I 1 I(SEE SECTIONS IlS i I 1 I ; 1 � 1s.s. m. TS BOLT O EA. / 70V06J1PA 3J32• :1
<br />i p
<br />5 ALL SCREWS 10 BE STAINLESS Si FEl 301 °R 316 AIST SFJIES OR [ORROSON RESISTANT COATED CARBON STER AS PER � // - R"6,y� �� I ` 1 : ,7 T/Y ae. ,2 +/Y 4e. I IA�LR ) I I 1 I (SEE SECTORS AS APPUC.A"
<br />DIN 50016 N/ 50 i•I Mo STRENGTH AM 96 MM TENSILE STRENGTH A STALL COMPLY W/ FLORIDA BUKDING CODE 4 IT SHALL BE THE RE.SPOHSBILITY OF THE COMPACTOR 10 VERITY THE SOUNDNESS, DA THE SniUCD)RE WHERE SHIURD+ S /D BE �`'K fDoe' 1OD A93' I -- I 1 I I , I
<br />ATTACHED TO "SUE PROPER ANCNOMGE THIS SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME I !3 1
<br />SECTION 2`1t 3.].1' BlRLOINGS. ! `� v 3.375' .OBS• .09}• z.T25• 2.OW 1.5°0• s[E .B�.Tg• OJs- 6Q 1.5(10• _._�. t. _�. �. 1.. I _�_.. _ L-- -_i..l -.I ;L___ L t -.� i.��
<br />9 BOLTS TO 9E ASTM A-3O7 fXVNR2E4 STEEL, OR A151 Sol SERIFS STAINLESS STEEL WITH }6 t.ra' WNIIRw YIELD ` .' \� ��' - OBr _ _ _,- _ _ . _L _ _ __ _
<br />I p I
<br />STRENGTH. TO EACH REGULAR STORM PANEL FRIN LEMTTHS OVER 8'-8 THROUGH 12'-4; s5 PER SECTIONS 6; 8. R A 10 AND ALffNA7NC5 BW. J/--0250' 2.125' 1 }123�i 1_.1T. 1, _ _ l 1 I_ I I. I' 1 I --1 i EO G�}
<br />9W A ,OYN ON SHEETS S, 6 a 12 RESPECTNELY: SHALL HAVE .A LEGICIAEAT BLE AND READLY VISIBLE MARKING INSTRUCTING OWNER OR / ( 25. .. �� I - r . (� ' ] ] d : I � I jj I I I d
<br />T ANGINDR5 TO WALL Si9V..l BE AS FOLLOWS 11 THE INSTALLATION CONTRACTOR 9 0 SFK./:AULN KMiC51WTiE COMPONENT EDGES RHICREMN NiN. CONTINUOUS CONTAL'1 MTM ' ` - 1 J79' I lL.L A .� ~t3C'C) R - 5' Mm.... .. } I t.SDO' i.SoO' I i I I I ; I 1 { ` 1
<br />TO SECURE PANELS "'" APPLICABLE ' )E 4 375 I! € j t
<br />NAMWITM
<br />(A) -I i'/ -• TAPODN ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. NC- (Min. re-3192 PA'A) THE BONDING TO PREVENT WAID/RNN NTwsoh. ISOMCIUC VIEW DEWL A - - Sr �2.0o°• ' i I 1 1 I j I
<br />1(M4n•/ 3/} SC 0-)'SfN.T ,SAS W RF18 41 POW ORMT SCREMIk W, BOLT 30010 TY CO T Iz STPRDOVIDED BST' THE YME E PERWITH W IS AP LIED TCAIm w IHIs DRAWXNG PLUS ANY BUTLONc ATW zoNNG REGULAIM)NS L LIP CORNERDED XFMMED EDGE6 ENDS OF M/ELs O wll NEARER �S • M EADER O D4 +®•\7•\%+�,G -`-- --. '- - --' ''. o-- i--' ---i p• .. 1... .. 1.- 1.. --' - l OI -- -- a1 1--
<br />L1_HEAD Atli (49i ANGLE WITH STUD ® ANGLE WITH ( i
<br />(W TO PANEIIATE il'MNE O A PANE1JHAtE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BV THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION ( ) O O•&®•
<br />(M6'1. i'-3350 Ps,) FOR A SITE SPECIFIC PRONECT; ,A. WHERE nE SITE CONDITIONS DEVATE FROM THE PE.D REVERSE STUD --r mA 1/4. 2/4, 3/4, 4/4. 5/5, 7/5. --1: MAX
<br />- 1/4.9 CF TAP-GW ANCFiCFRS. AS MANUFACTURED BY TRV-FAST CORPORATION (e< 360o P-.J) f _ - 1 wA4iAt"
<br />16) CONTRACTOR TO BE RESPON51&t FOR ME SELECTION, PURCHASE AND INSTALLATION NCLUDPK tWE SAFETY OF THIS PRODUCT I YL KT, 1W/10, 2W/10, 3W%10. 4W/10, 8/5
<br />A1) MM11UY EM1ffDMENT OF TAPL•DN ANCHORS INTO POURED CONCRETE S/Mi1 BE , 3/1'. 2' FOR PANLI.MATE FEMAE BARD ON THIS PE.D. PROVIOM NE/SNE DOES NOT DEVIATE TWIN THE CONDITIONS DETAILED ON THIS DOCUMENT f- L 1/14 A, 2,114 6.344 _M TOP EDO: 374 �6. '37t' .OB6' �,730• 5W/1 O. aW/t t It 7W/11
<br />O AND PANESMLTE PLUS AND t !/a' FOR CF TAP -GRIP ANC110R5 CONSTRUCTION SAFETY A7 SITE IS THE CONTRACTORS RESPONSIBAMY 1 - - -_ .F J80• b PMEL Ase' t t_�B +- .31o• ' 125' Y_ ARICHDIlS'. FOR CONCRETE SEE SCHEDULE ON 54EM 6 A 9 _
<br />H ._! 1- L _ _ Y.. � - /a 2O, 3N SEIE6 - _. _ .. _
<br />A7) mil-N A SOLID- ANCHORS SHALL BE EMBEDDED 1/6' IMM THE POURED COWRETE NO FMBEOMEM INTO W THIS PPOOVCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALA if MODIFIED I 1 I 1 3-- P { _- i t ) r :I T ._ �S SRID METED To
<br />:-__.___ _ _._ _._-__..-._- FOR N000 SEE SECTIONS ON SHEETS 10 A 11 "
<br />1.10T't.O93' (/�-/\�}{(F �3I5 /• I-- 270 .656- BW' I AMCLE A 12 1/2• °L.
<br />STU= SHALL BE PERMITTED. 1/4' .-20 SCREWS USED SHALL BE 1 1/2- LONG MNI MM SHOULD STUCCO) DUST, .925' r (- .._ 1 _) - f .-H
<br />AD I- AIwmum FDR WALLS WITH NO STUCCO. AAA MAY or HEADED SCREWS OR ALL THREADED SCREWS w/o ,trAD. (d) SITE SPECIFIC WROACIS SHALL BE PREPARED BY A FLORIDA REGISTERED ENOlEER OR ARCHITECT WHICH WILL BECOME THE % 1.s7H- __ 1.671- r11_%--.-_1'o,iI
<br />BUY WITH wNG mulls. ENO"M Or RECORD (LOA) FOR THE PRQKCT AND WHO WILL K RESPONSE FOR nE I (__ �' , "( I.343 �.062' I3O0• PROPER USE a THE PE D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE 6/18Y gI L\ . «R.1 I S' 7W -
<br />A 3) IN CASIE THAT PRECAST STORE, PRECAS1 EIUSDNG WKL OR RWR ANCHORS SNAIL BE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE
<br />(EACH THE MAN STRUCTURE fEY1N0aSIKHDA Tfl P.ED ENGINEER. SrMli SL18YR TD TI415 U11FR THE 5L1E SIIECRTC DRAWINGS FOR REVEW. ITUO9s7- : I , 1. -I _ I REGULAR STORM PANELS (1) A ELEVATION
<br />PANELS ANCHORAGE SHALL BE A5 MENTIONED IN A 1) AND IN A2). E1RR1' FARM ONOLAV 1 � W ,�' ) Dsa- N.T.S.
<br />(a) ENQ P.ED ACC REAR THE DATE MIDI OANNNAL SEAL. AND SIGNAI,RE OF t/tE PROFESSONAL ,625Y - 2.1W' ITYP.)
<br />ENGIINEERR pr fEmRo Tor, PREPARED +i 7.O' O KEY HOLE WASHER
<br />(e) fa ExtsrwG raNCRF'F rt.DQc VALL AStM C_�- 14 SHUTTER MNA)FACTURER'S LABEL SHALL BE LOCATED ON A READILY VTOLE LOCATION AT STORM ,0113 Q W �pjGK ANGLE A �W wFW TRACK FLAT PLATED 1/4• Ma%. GAP
<br />1 /4• . TAPOA- ANCHORS AS AANNACTUREO AT 1 T w BUILM,DEVALT INC. PANEL BE PLACED
<br />N R EVERY ENVMTN SECTION 170O C P FLORIDAWITHSECTOEIVILDAR
<br />O CODE0,11 O$ HE - -o"•_. -�`I�+ ra A. TI��,AM ® 2.sr
<br />I/4- .. 7/6' UD1 SIT ANCHORS, AS MATRIBUTIREO AL D~ INC {MIN r<+ISOO 9...<3 ) - V• Y OLEItM . W- VNLLY)
<br />- 1/IY % 3/4' SON-Sfl ANCHORS. AS 0151NIBLMED BY W. P007R SCREW BOLT 8 SRECsN.RY tO. FLOFeOA BUILDING THIS DRALNIW 91ALL ONLY BE USED TO � _ Yr. IS• NlMP3 ODE �VAN12ED STEEL •. 1/4'
<br />4 1 - .
<br />SHALL BE PLACED FOR EVERY CwENING. LABELING TO COMPLY WITH SELT�v iT174.99 OF tyr 0.036' (MN U (MN -
<br />(MIN !'c-1500 P..1.)1. - - ( -[/
<br />ill-10 PANELNAtE fE1Mtt O AND PA.fELMA1E RM..US AINCINORS, AS AANUFACn1RTD 8Y RFO CONSIRuct10N MIIIIIA OBTAN PERIARIS M THE STATE OF FO.ORIW / n Q' A,!� - , IN, ,/�\ J
<br />PRODUCTS (MIN. rc-2(NH P..,) MMA•(MER A. 1 ,375Y �431BY 575 • ! - \I-D63• •�,`, '\aCEN,�`r '.. / 0" I
<br />1/i-. CF TAF-GRIP ARTCINOPS. AS MANUFACTURrD BY fpu-FAST CORPORATION 1 8
<br />Pam' •. •.. •..•C/j FLORNDA BUILDING CODE H1 h Wiocl NwAcaM Zan• L - -� 3rJ. -- t T No. 44167 Lin"`. rrP t� E�p:....�/T
<br />B.i) MINIMUM EMBEOMW OF TAPCON ANCHORS. ELCO PME'LMATIS AND a TAP -OW ANCHOR, INTO tHE . G Z? •E
<br />\) _ : . * ( a 'F�'•''' N •''•. FLORIDA BUILDING CODE (High Woolly Hu cons Zone)]
<br />nacK 1NET SHHAta 8E H H/r. atom nITGa AN F, + _ _ t I * * FLORIDA BUILDING CODE iB h Wise( RMrrheaM ZoM 1 V' oamo Tuna W. rs
<br />20 GAGE GALVAWZED STEEL. STORY PANEL - --mac M O -4 TATE P6A66 Tu6m. AIt r,
<br />9,1) CALF -IN A SOW -SET ANCHORS SMALL BE EMBEDDED 7 6- WIG THE CONCRETE BLOCK HRYT No �. 4 16T IMr, en janm I _ _ 1 06} -•• ._PLwTEO 11�.Ic NLn '�N 20 GAGE GILLVANRED STEEL STORM PANEL 20 SAM GALVANIZED STEEL STORM PANEL
<br />/ EMM _ -- � �,/ � 2s._ : 167V $1 p .r DON 9r NO 44167 ' nF. N
<br />INTO STUCCO SHALL BE PER 1/4• P-20 SCREWS USED "iNWI fE t 1/Y LONG MINBIUN SHOO CO - % iAROTECTIOtI PlRctxlenA LLC. 9.1C ..' KEY HOLE ** I..O ' - - _
<br />r%1ST. AND ,' wNNn MN FOR wKL MTH ND snDcco :. OF ' l .mR 1W 61 rncn 2.DOO' - - pET Io 1 AT PANEL / GLOBAL PROTECTION PRODUCTS. U.C. 4r ' T GLOBAL PROTECTION PRODUCTS. I.I.C. °'/DATE
<br />r/aot6
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<br />A/ FLOOD`N., _ - w I a et ��idFilalE�.-OE\YY. . 7/rM3/3Y RASHER ISTANLESS -. cA-oowlo Wit W�,FI. S • N •• G-006An
<br />StFII d1 NKftU PLAiEO s1En). PE RAt'veta91 R.A.It IIITLTFR A TILT A. PE .n1 WRIT 2 N !d WALTER A TANK •.. P.E N•..-w - - WAW, 3 or 7W
<br />INSTALLATION DETAILS FOR REGULAR PANELS f b A t
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES (ONC M AO-M
<br />cocArn AW INN,$ 9Q15 Q W.IOUNN� :)
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<br />(SEE SCHEDULE ON
<br />SHEETS B A 9)
<br />Ip1L FOR (33IEaiMMTIdN OF SE[TLfNLS
<br />TOP A BOTTOM WUNT04GS CAN BE
<br />N COMBINED N ANY WAY TO SUITANY
<br />INSTALLATION
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<br />E.O. -EDGE DISTANCE FOR cam99AnaN OF SLI.'^_w�
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE
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