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<br />TILLIT TESTING A ENGINEERING 1
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<br />2.2. TES REPORTS;
<br />Large missile Impact and fatigue load tests were performed under Protocols TAB
<br />L.MATIRIAL CHARACTERIST
<br />ICS AND SPECFICATIOM
<br />$hall be strictly In accordance with General Not" and Components Indl Gated on
<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />ISTALLATION-
<br />in lation shall be performed strictly in accordance with details indicated on
<br />WAT."R A- JR., P.B. Wit Lem
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<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />WALMA.'rILUT.JX,1IE. tilt6or)@aol.com
<br />PRODUCT EVALUATION REFORT FI.Pr 1,k-No 4407
<br />per Section 1609.1.2 of the Florida Building Code, Uniform static loads as per
<br />sheets 3 thru 8, 12 thru 18 of IS, of Product Evaluation Document (P.E.D.),
<br />KCAU-14,I�01K,6719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor Specifications shall be as Indicated on sheets 1. 7 and 21 of
<br />oL�,A.L-.1&,.-'4NSIIO
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />drawing No. 20-i75. Minimum separation to glass shall be as indicated on
<br />Testing, Inc., Reports IN 96-569 dated 08/09/1996, #96-570 dated 09118/1996.
<br />26, of Product Evaluation Document (P.E.D.). drovilling No. 20-178.
<br />Lab afSouth Florida, Report# 0814.01-01 dated 03111/02 wftnessed by William
<br />sheets 3, 6, 13, 14, 16, 16 and I 8 of 18. of Product Evaluation Document
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727.02
<br />R. Mahner, P.E.. Bortz Moroz, P.E. and Henry Hattern, P.E. and Report No.
<br />(P.E.D.), drawing No. 20-175.
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br />02119.011-09, dated February 25, 2009, signed and sealed by Edmundo
<br />#2126 dated 10/05/1098 witnessed byGilbert Diamond, P.E. and Report No.
<br />7. UMITATIONS AN CONDITIONS OF USE:
<br />DATE: July 27,2020
<br />Largaespaida, P.E. and Henry Hattem, P.E. Large missile impact and Cyclic
<br />REPORT NO.- 20-01`28.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada.
<br />loadings per Protocols TAB 201 & 203 as per section 16091.2 of the Florida
<br />f-MATERIAL CHARACTERL"CS AND SPECIFICATIONS:
<br />P.E. and Henry Haftem, P.E.
<br />7.1. Shall be strictily In compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />Building Code. Test Report prepared by Amefican Testing Lab of South Florida,
<br />Report No. 11 23.01-10, dated Novembar23, 2010. signed and sealed by Julio E.
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />DATE: July 28, 2020
<br />Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13,2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and I I thtu 18, Indicated
<br />on shew 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />Gonzalez, P.E.
<br />sheet 1 and 2 of 18, of Pmduct Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by 711teco, Inc. and signed and sealed by Waiter A, Tild, Jr., P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009,
<br />Anchor specifications shall be as Indicated on sheet I of 18, of Product
<br />PRODUCT SUB -CATEGORY" Storm Panels
<br />VIATRUCTURAL ENGINEERIRG-CALCULATLOW,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<br />Evaluation Document (P.E.D.), drawing No. 20-178.
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1 e2O.2 of Me Florida Building Code,
<br />per OC Metallurgical Report No, 1 OKMA 318, dated December 1, 201 0 signed
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global ProlwWon Products. LLC
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-S.
<br />MANUFACTURER: QWliml Prolliscition Products I.L.C.
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1151 6 of the Floods Building Code, Calculations prepared byTiNeco, Inc,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame Structures.
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />LENGINEERING M&ULATIONS,
<br />7. L MITATIONS AND CONDMQNS OF USE
<br />48M S.W. 51 Street
<br />Davie, Flodd&33314
<br />dated I 11OVOS arid 03112JI5, signed and sealed by Walter A. Tillit, Jr., PL E.
<br />On 24 Gap Galvanizaid Steel Storm Panel for maximum panel length vs, design
<br />wind load, as well as maximurn anchor spacing vs. design wind load and panel
<br />7.1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />I PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCEa
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />length based on rational and comparative analysis, and in accordance with
<br />on Sheet 1 of IS of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tifteco. Inc. and signed and seated by Walter A. Tillit, Jr., P. E.
<br />-
<br />This is a Product Evaluation Report issued by Walltier A. 7`1111111. Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAB 201 Protocol.
<br />No. 441 67), President of Tilteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report issued by Walter A. 71111t Jr., P.E. (System
<br />section 1604 of the Florida Building Coda, Calculations prepared by Tiltsoo,
<br />I no., dated 12/1 8/1 0 and 08/27113 (for this revision), signed and sealed by Waiter
<br />ID # 1906) to the Global Protection Products, LLC, Rul* Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />A. Tilitt, Jr., P.E.
<br />7.2. Product shall not be lnstalled within HIGH VELOCITY HURRICANE ZONES
<br />6 I G20-3, Method I D of the Florida 0epa rtmont of Business and
<br />4, WIND LOADS R ESWAAM-
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<br />61 G20-3, Method 1 0 of the Florida Department of Business and
<br />as defined on section 1620.2 of the Florida Building Code,
<br />Professional Raigulaillon.
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
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<br />Professional Regulation.
<br />3. MIASILE IMPAMNAISTANCE:
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as Indicated on sheets 8� 10, 14, 16,
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<br />44167
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />Large missile Impact under section 1609.1.2 of the Florida Building Coda, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />wood frame structures.
<br />been verified for compliance In accordance with the 2020 Seventh Edition of Me
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10� 11,
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<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida BuIldlng Code, and to verify that the product Is for the purpose Intended
<br />Product Evaluation Report prepared by Walter A. T11311, Jr., P.E. (Florida License
<br />at 689 equivalent to that required by the Code.
<br />14,15,17, 16, 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />StAlt OF
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<br />140910' �
<br />at least equivalent to that required by the Code.
<br />4. VMND LOADS RESISTANCE:
<br />No. 441 67), President of TABOO, Inc. (Florida CA-0006719).
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />driewing No. 20-176.
<br />LINSTALLATION;
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<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />Building Code that ft limitations
<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 />0�14011111111?,,
<br />I
<br />�:,NR,;,
<br />a Building Code change that may affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WATU
<br />a change may affect and oonditons
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-115.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11, 13 thrul 16
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<br />2. EVIDENCE SUBMITTED
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-174. Minimum separation to glass shall be as
<br />D:% T1 LTFCO, AD MON R E CORDS � P. E. REPORT- 20 k G LOM PROTECTION P R 00 UCTS, LLC 1 20 GAGE
<br />GALVANIUD STEEL 57ORM PANEM DRwG 0 W1 78 % REPORT 0204MOl
<br />'
<br />2. EVIDENCE SUBMITTED.
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
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<br />2.1. PRODUCT EVALUA11 ..1P.E.D.Is
<br />ON DOCA).MIENT
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14. 16, 25 and 26 of 26. of Product Evaluation Document
<br />2.1. PROUCT EVALUATION DDCWMNIP
<br />-"J,
<br />24 Gage Galvanized Steel Storm Panel has bem verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />WATU ' .' -
<br />sheets I thru 26 of 26 prepared by Ti
<br />ifteco, 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 />Shoat& I thru 18 18 by Tilteco, Inc.; by Waiter A.
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<br />0:% TIL TECO AON10 N RECOR D6 k P. E. RE REO RT.2 0 I, 0 L 041AL P ' NP S. LI, OE
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<br />GALVANIZED STEEL STORM PANEL k DRWG 0 20-176 % REPORT TV 20A . A
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<br />Attie
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part I 00,
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<br />Evaluation Report. P .4t, 0,
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<br />6355 N.W. 36th Street, Suite 305, Miarti, Florida 33166 - Phune: (305) 871-1530 - - I
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<br />GENERAL NOTES: C ULAR & LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4. 5/5. 7/5. —
<br />03) 0 LASE THAT PRECAST SIDNE, OR PRECAST tOWRLIIE PAWLS� SIVCCO OR WOOD BOA" N rOUND ON rK (SCALE 1/2-I-)
<br />OM-INLIAARW-"LVNEMJMM��� CMSTL40 WALL ANCHORS SHALL BE LONG EMOOGA TO REAC,i 110 MNN STRUCTURE "No SUCH PANELS IW/10. 2W/10, 31111/10, 4W/10. +6/5
<br />I STORM PA4EL SHOWN ON THIS PROOLICT EMAILUATODN DOCUMENT (PED) OAS BEEN VERIFIED FOR COMPLIANCE -N ANCHORAGE SHALL IK AS MEW04M A 9 1) AND 94 8 2)� - I I—— I I - .1 . - � ISAINt (VIAL WIDTH) � � I � � I � . � .1. - - . IS I W (TOTAL WAYTH) , .1-1. - 5W/10, ew/11 & 7W/11 �
<br />ACCORDANCE WITH THE 7= (7th EDITION) OF llit n OR= SUPUDEW. CODE fc) 1QQWl11hG-W=Jft smum-'U"Jifri.. '.,��=-JNML, - - . - " 12.5W (DnCTK am) - - - -- -- -- --- - I ,
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION f WOOF THE ABOW MENTIOIRED COOE� - 1 4'111 TAINCON ANCHORS . AS MANUFACTURED BY I I W aUXDCX. tNC -3 - .... ... ANCIIDRS 1011 CONCREElf SEE SCHIEDULE ON SHOM 9"& 9. , , _ _ 3' MAX_
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<br />/ I I a ,/., . . - ; - - 9.250" 1 Moo MR WOOD SEE SECTIONS ON SHEETS 10 at : I' Mhoi�
<br />.110 � - ` I , N'soo" .
<br />FOR A WIND SPEED AS ]REQUIRED By THE J~CTION WHERE T - SWITEIIIS WA I BE INST AMU - 014-10 PAMELMATE PEWAE iD AND PAIALUALATE PLUS ANCHORS AS 1ANILWACTURED BY ROO CONSTRUIC N PRODUCtS - I
<br />FOR A DIRECTIOWAJIV PACTOR Kd-0.55.USING AKE 7-16 AND = Not EwErty III ="UMASO) - 1/4-0 LAC SCREWS PER NU.S. - 13po - , 1 *0 - - I.Ifio' - � �500` -;
<br />DESIGN PRESSURIE RAISRGS INDICATED ON SHIT11 7 THRU i2 to It. 18. 19 * 20 - 7/16*0 . $/5' WOOD BUSHING, AE 06MOPVU P ALL FoRt SCREW. OOLT a SPECLA"I co � " I I '.1 %. � � ,� , - 1 350' -, � 0.034, MNL THICK ,- 1.350* - , I'% I � 0 -.-.. - - � .. . ..... - 0 6
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<br />SHALL WE FIRST REDUCED TV AS WIND LOADS Iff MULTIPLYING THEM, BY 0 6 M ORDER TO I" . I Govae So too �� I I I , I , , , I I CV12
<br />DESIGN F AND PAWIMALF FEMALE 0) . 2 657' 0031r iM THICK IFItMED , " , , i 4 2.65r 'I -7- I
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<br />C �) MINIMUM THIMEADED PVCWMN Or LAC SCREW. MTO Of WOOD rRA"E UNIT SHALL BE : I/?. NO IlVELoED DETAIL i . I I I. r ! . a C=
<br />PENIEDIAl" WIO STUCCO Stwit- OF CON60CRED AS PART OF THE RIEGUIRED �READM PENEIIIAVON 1, , ORAIDE so Moo" it 0 , � (±)+o 6 1 1 1 -- �
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<br />IN ORDER TO VD"r*f 94C AW4 CONDITION UITIMAFE DESIGN WIND LOADS DETERMINED PIN ASCE 7-16 C 1) MINIMUM THREADEO PENETRATION N70 *0OV OF TAF-CON MCHORS SHAU BE I 1/2- ARC 2- FOR fUCQ PANCLYAlt KV5 If 4)" 14%, D.M.,(�).(�)10+@ &
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<br />IN ORDER 10 VERIFY THAT ANCHIM ON THIS P E 0 AS TESTED WERE NOT MR STRESSED. A In INCREASE To ALLOWABLE 2!�,;� 'r , Hn-MFV \ 4 1 "OWED � TAL A.J I �
<br />� I
<br />STREBS FOR WIND LOADS WAS ML USED IN THOR ANALYSIS rASICNERS SPACING 10 WOOD HAS NUN 01111FRIMINED IN I - - EDGE , I 0-40 GALY I ED" L, ! , � I I � I I 1 "
<br />I
<br />ACCORDANCE WAIN N.DS. 2018. C 3) MINIMUM EDGE DISTANCE OF LAC SCRIEW5, INTO WOOD SHALL 81, AS INDICATED IN THITS DRAWING CW N 1 46.9 6W. A I Lear I i I � . . I I � i � I 1 I � R -.� �
<br />t - A - , . CU ,t2
<br />STORM PANIM'S ACKOLIArY FIM IMPACT AND 000 RESISTANCE WS BEEN VERIFIED IN ACCORDANCE WITI. SECT" 1626 OF � - - - - , . - - 0 ... I . -.... ,I ..I I � � I i [ ED 00 . 2K. U.J
<br />TMEABONE MENUOWOCODFAS PER HURRICANE ONGANIVERING&TESTINOWIC ft(POOTS%-51HI,O6-S?0&9S-TJ0 AND C 4) MININIUM PENETRATION Of 4100100 OUSHPIG SHALL RE 5/9' 1/4' 0-20 SCREWS USED SKALL al 1 4/2- LONG M"Wm - I.3k, - I Ao-. ., _. I I - I I � ,� L . � � , . i - I I : I I [
<br />FENESTRATION TESTING LAG WC., *"IS #2032 & #2126 . AS FROTOCOIS TAS-20i, TAS-202 AND TAS-JOS SHOULD STUCCO CXrV AND I' M%WN I'M 1KNIS WITH NO STUCCO - - -6.250' ---- ---- - -1.350' . ; 9 9 -= C,
<br />AS WFU AS AW&WAN TEST LOS Of SOUTH 0`1011" INEPORTY 00119.01 -09. AS PER IAS 201, TAS 207 AND ; 1 I r � ! ' I - 1 - - T - :' cm -
<br />. I r I i- 1 . . C�- ,7-1 I., -
<br />(D STORM PANEL (4 END STORM PANEL ! , � 1 � I � i !
<br />TAS 70a SIANDAF". C 5) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PAW�, STUCCO OR WDDU BOARDS FSE FOUND ON THE CKISDNC i , ? I . � =
<br />2 ALL 4UM*K)M EXTRUS06 'D BE 6063-16 ALLOY AND TIMPER (UNLESS OtWRWITSL NOTED) SEE SHEEI 2 WALL 44CMM SHALL K LONC ENOU(at to 11"H THE MAIN STRUCIUK Botft SUCH PANrtS , - - -2-157* - i j t , 1 t ( ! I i .4, � -, I M M C.., C�
<br />, I i I � -= .-n �
<br />ANCHORAGE SHALL BE AS 41MYoNED & t I C 2) a C 4) 1 � I ! . I I : I � I � = - ;�-
<br />- . � " "' ,(� - i � - - 1 1 +'t-io,,, , I
<br />I ALL. ALUMINUM SHEET METAL JSCD At CLOSURES SRNL HAVE 3105-14 ALLOY � .� t --- � ------- 1 ... � ; � , i ". ci.
<br />', " ; I � i � ! ! I I 4
<br />(0) AKHOOS %WIL, BE �NSTALI ED FO-LONONG ALL Or THE W1ECf)RKffhDXTVh3 AND SPECIFICATIONS Or THE AW-HOR S MAIlUFACTLIMER .� , I ! i.250* 2.187" 1 � - � I � I i 1 I I , V . CIO = .
<br />1* 11 1 i, 411 I i -, . - - - I
<br />A ALL STEEL SHEET METAL PAWLS SHALL HAVE S71RUICYLAN. QUALITY STEEL ASTM A-653 CRADL SO LPMMU4. G-W ~AS tho UP I" I . IOU- lap, 12� - .7bo. - I'l-A" W-K20, -121� 1 ; � 1 1 i 1 I , " - - :� , I I , BOLTED PANELS W� 1/40' 2& i- - I -= -4 .7,
<br />. � ,
<br />, I 250 , -� %4 . � UNW�TEC) PANILLS . I i 1 ISEM 5 gal W/ 71r . 3/32'
<br />GALVM47ED !TTIMIL DESIGNATION 6M. 545 - (AFTER ROUED) 6 PANELS MAY ALSO RE INSTALLED HORIZONTALLY rOtICAPAIG INSTALLATION DETAILS SHOWN ON SECTION 3 T"Ift"N 10 (SHEETS I W/ NEW" I= 1--� 1 - I - I � 125- Ss S!"W'S 750, . I 1 1 ,
<br />I I [ I STUD PRIM S.S. STUD NKW - ;1 " = It,
<br />I It To � ! I i .I_- C1J -,
<br />THROUGH III) "CM '"AV WEADE)III 94AU NOT K USED .. * �� I " AMUL 0 � I � � I ,
<br />1;` , � " � --- i 7 , to 7 I . I I i I
<br />Lor ., �� I APP�iEARI i !
<br />/ - - 7 " TV
<br />5 ALL SCREWS TV K STAINLESS STM 304 OR 316 AIN SI ON LGRROWh RESISTANT COATED CARBON STEEL AS PER IT O.0 11 �V.! r ) ! � i � (SEE SECTIONS AS APKICABI I CL) W
<br />DOW 5OD13 a/ 50 � YIELD ��FAGTH AND 00 IIN TENSILE STRIEWTH & SHALL COMPLY W/ FLORIDA SUKIJINC CODE 2 IT 510,11 K THE FIESPOWS101I OF rK CONNUCTOR 10 I"" THE SOUNDNESS OF THE STIRUctURE WHERE SHUTTER 15 To K " fooe- . I � : I I 6
<br />,
<br />ATTACHED TO INSURE PROPER MCHORAGE THIS SHVIIER SH&I CftY BE ACEACHED TO CONCAM BLOCK OR WOOD FRAME /�Z��- - 1 3.375. 1 .003, '.50 -f 4 pol.Wo' I � 11 ; i I- L I �1 - � ! - J I � 1.1 Ili "71 = -
<br />SlEtTION 2A I 1 3.).4 1ILMLOWOM, , ,,� � ,;;,� - ovy' .093' 5. 2 OW 0 - �---Il - t I . , ! I I A�. I . �' i � . i � -- . ,= - .'.
<br />a Dais TO BE ASIM A-307 CALVANUIED STELL. On W,1 304 1.% SINIOLLSS SIFEL OAT. J6 1. MINIMUM Mr- 1, 1��-Z 1 2.112 .9 DEZ, - -- -- I- I
<br />EACH REG b 250* �-�. �L- -- >,', , - SIX I- F, ,1 -i .r I I � . I I E,
<br />I T' - I T-
<br />I , , , i I i 1 1 1 1 1 1 G -!� .�i
<br />ON I -1 I , I i U --
<br />t KTAL I S!' � I I , ED
<br />SiRINGIR 10 1ULAR STORM PANEL WIT � UENGTHIS OVER W-16 DAOUGILI 12'-4*. AS PER SECTIONS 15. B. 9 & 10 ARE ALTERNATIA-S WN. // " 11 � � - 2 lis. OR) - R a 375' 111!17* ; 120 .�Ai j, I � I i ! i ; I .
<br />7 ANCIIOQS TO WALL SHALL BE AS FOLLW., SECURE PANELS WITH APPLICABLE REINFORCIEWNIT OIJAW. PERIODS OF HURRICAW WARMNO I "� "25- 1 � � � ; i 3�. �,,
<br />JIM- " I I I I � i i I ?.
<br />,
<br />Tro,"Jo 10 7 - , i �
<br />�/ I � I I Ga 1, ".
<br />(A) 1Q-9AIXUALe%ff.P-WWA= II III INSTALLATION rONOLACION IS TO SEAL/CALI ALL SHUTTER COVI EDGE% WIER REMAIN IN CONOWILOUs rONTACI WITO I t I "tar - ao� - . I 51 M- � - ,bGU' -- -tsoo.- I I I � 1 �� � I ! . - C. � 1,
<br />I v L I , i : i � ! :
<br />1
<br />1 � I I , I . i
<br />9W & low SHEETS .%, 6 4 12 RESPECrKly. SK44J HAVE A LEGIBLE AND RENI VISIBLE VARKING INSNIUCTINU OWNER OR ., HEMM"`� - it a 373 . I I . ....-.-.--- - - --======, ; I , I I I I 1 - I , �
<br />� - i I
<br />/1-. TAPCON ANCOORS AS MANUFACTUNET) BY I�T* BUILDEX, INC (W, C-31112 p) THE BUILDING TO PREVENT WINO,`FAIN WTRU90N " ",,,. - I i I I I 1 i i I � i :
<br />- 1/4 6 , 7/0" CAUK-111 ANCHOR$. AS MANWINCTUNMED By DONALT INC (ION. r'3000 P.&.0 [SOME= VIEW DETAIL A / IL� -,.U, r - f . . - - - 'i � � -- - , :It K � ,
<br />12 STORM PANEL LN"ALLATION SHALL COMPLY W1W SPECS ftDoCATED . I ROUNDED CORNER 0 ENDS OF PANEL'S D.M.J91@.@-+(& - I-; , 1--i ... CL) " �-
<br />- 1/4'0 o 3/4' SOUU-%FT ANCHORS. AS DISTRIBUTED BY ALI PORIT qCREW, 900 & SPECIALTY CO -$ OFAWROG PLUS ANY BUILDING AND ZONM RECULATIONS ,I - � � � - 0 47 1 i I I = - :
<br />. I 1 14 J ai, - i 0 i L , .' 14� � , --I 1 I ! U, 1 a . I
<br />(4, V-3000 ON',) OROVIDED BY THE JVIVSKMON AMERE PERMIT IS APPLIED TO END UP W/ HEIAMED EDGE (1) *h' HEADE (� *U* HEADER (�) &ME ANGLIE WITH STUD @ ANGLIE WITIll I — i 0 " -: - �1'1
<br />- #147-10 PAWILMATE FEAMIA ID & PANELMATIE PLUS ANCHORS. AS MANUFACTURED By ELCO COKTWLKtION PRO[Wls (N.7 S) (4 (D. 4) - & @ - Z.F. , I 3- MAX , = ;�
<br />(Mok t"L 13 (a) THIS PPOOMI EVALUATION OOCUMENT iP IV) PREPARED BY tills ENGINEER 15 CE14EMC AND DOES Wr FRDITGE 04romAAIK)N REVERSE STU - 31 vm 1/4, 2/4, 3/4. 4/4. 5/5. 7/5. 1, WN
<br />-=O P,.) FOR A SITE SP(CAX PROJECT. 'o WHERE THE SITE CONDIJOICI WAITE FROM DAM PIED -
<br />_ I /4-0 Cf TAP-GAIP ANCHORS. Ab MANUFACTURED BY 'RU-rAST CORPORATION (F'3600 P....) I - -- -1 YAM It MON. IW/10. 2W/10, 3W/10, 4W/10, 6/5 -T "
<br />10 CONTRACTOR TO K RESPONSIBLE FOR ?HE SELECTION. PLWHASIE AND INSTALLA�KA INCLUOM LIFE SAFM OF THIS PRODUCT ; SEE OV, CL. -
<br />A 1) MINIMUM EMSELIMENT OF TAPCON AHCWIRS INTO POURED CONCRETE SHALL BE 1 3/4-; 2' IOR -EtWTE FEMME DAM ON tHYS P ED PROVIDED "E/SM DOES NOT DEVIATE ITIOU THE CONDITIONS DorlAftED OR T,,sS DOCvWH7 - f-- I/'- & 2/14 6�344* ?" TOP WGI 1 374' ". .,!;Ll* ow .. ISO-_ 4i,,W/10. 6W/11 It 7W/11 �-
<br />-- .lsa. . i .310' , 125 VS-10-20, 31to irm I- . ANCHM, FOR CONCRETE SEE SCHIEDUL ON SHEETS 9 & 0 � - � - ..
<br />0 AM PANDWTT PLUS AND 1 1/4' FOR CF 7AP-QW ANC40RS CONSTRUCTION SAFM AT SITE IS THE CQNTqMC1OR'S RESPOMMITV � T I I "00, OF PANEL t lost, � t- I I I -� .I -111" - -. � FOR *000 SEE SECTIONS ON ESWrrS 10 a I I
<br />I 1, 1, STUD RPKM To
<br />-1 ANCHOR$ SHALI FIC EMBEDDED 718- INTO ThE I I ( ,/.,� I - � o M- ,. I ANGUE 0 12 1/2. OC
<br />A.2) CALK-N III SOUV-SL POURED CADNICRETE NO EMBEOMENI INTO W THIS PRODUCT EVALUATION DOCUMENT WILL SE CONSIDERED tWAW IF MODIFIED I � SW . d � 640 , I
<br />GrUCCO SHAIL BE nkWffW 1/4* 0-20 SCAM USM SHALL BE I 1/2- LONC M94WW SHOULD STUCCO Elt&-. I 1 407'I 063" I.!,. I - I I a- I f I , �
<br />no It MINIMUM FOR WAU5 WIN W
<br />J STUCCO. AM MAY OF WAIDto SCWWS OR AA THREADED SCAM W/U IfW (d) SIR SPECOK PROJECTS SHALL K PREPARED BY A ;LOMOA REGISTERED ENGINEER OR ARC ff(CT WHIC O.F " M. I I I I. , I I
<br />ENDIWER Or RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL K RE50ORMI FOR rK III CH WILL NEC . . , lwl, 67 'it I .500" f--j
<br />BUT WITH KONG NUTS I_ I D 31.3- 1.301 ;,2" . I I cis* ISO` 'J
<br />PROKIR USE OF ME P ED, ENGHEIR OF RECORD, AC rM AS A DELEGATED ENVKIER TO THE � 4(�081 .W MR . - I -- 4 .. I 'r I.
<br />A 1) IN CASE THA! PNE SIONE. PRFCAST CONCRETE PANELS. RIVERS, STUCCO OR WOOD BOARDS OIL FOUND ON � PEO ENGINEER, SHNU. SUBMIT TO THIS LAnTR rW VIE SPECIFIC DRA"N" FOR RpAEIR LOCATOR AT . , . I LS I- A 1h ELEVATION
<br />DIERY PAM OVIVILAP $57' � , ! i ,, i -- -- I �
<br />EXISTING WALL DRQFWIOOR. ANCOORS SHALL BE LOW IoNOUGH TO REACH T-t WIN STRUCTURE BEHIND VAH t - W, � . - t
<br />PANELS ANCHORAGE SHII.I. K AS MEN-*NED IN A 1) AND So A 2) (s) TMS PLO SHAU, "Zi DATE AND OR NAL SEAL AND SPWIURI Of INt PROFESSIONAL . ji,., D - 21W - .064- N T.S.
<br />(a) !OIL ENGNMR Or RECORD HAI PREPARED IT 0 7.000, (D 1\ -_- - -"")
<br />AM ;�29 14 SHUTTER MANUrACTURCR'S LANI SHAL 19 LOCATED ON A READILY %ASOLIE LOCATION AT SYORMI 1/4' MO. CAP
<br />/V CWHQft IIACIWIAIW�UFALIUREO ED I I IF 8UILOM -WC PAWI, SHUTTER IN ACCORDANCIE WITH SECTION 1700.1 3 OF FLORIDA RUKLDS4 CODE ONE LABEL I - - .063' --------'L. (�) -F' TRACX ANGLE g 3/8" 'F" TRACK (7) FLAT PLATED 247' -
<br />- 1?4* : P 7/8' CALIK-414 ANCHOR$, &S MANUFACTURED OR DCWALT INC (AN f'- 15M P., � J SHALL BE PLACED rook CAMY OPENOY6 LAIRAING TO COMPLY IIIIIIII SECT" 1709S 2 OF INE DDM* (la,,,) � - ,094' f WITH STUD (MM 0~ -1 Wour IIALLM
<br />4'S 4" SALAU-Sror AN04M. AS OF,1RIEIUTEO BY ^I POW SCREW :Z a sPECAL11 co fLOPMA BUILDING CODE GALVANIZED 57M � -, "I - -
<br />. I/ 3/ � �� * 0 T -
<br />(Ill 41)'C.1600 p-) I - - I ! ) 'A. .,;,,�. -1 .
<br />THIS DRAWING SHALL ONLY BE USED TO , 1. ... - /_1 / I `IIF`N
<br />- #14h - �. Is' LOW, I ( kv . ... 7 I /M.
<br />,;;gCPAR(LMA FIDOOLE IV AND PANFIMI PLUS ANCHO41S. AS MAWFACTURED UV rLrO COWTOUCnON PERMITS IN THE STATE OF rLORM Y7 I. �
<br />is (MN, Ift-2071 p-) 00 "'NAIIIIII MAIN I 4 r �� n 1 � 8'. .1 ". � P..... ,$ E I V7- ' N-..-.---..Z-\ � \ /
<br />- I,4- AP A01COORS. AS MANUFACTLIRI-D RV TRU-FASI (ORPORAVOM I 7!/I,�'�j*�;\ I I, , I ' I.. \--/ . , , t \--/
<br />0 11 MINIMUM rMIADMEM 0; TAPCON ANChOft. ELCO PANFU4ATrS AND Cf" TAP-ORIP ANCHOR. PIIV 1-1 C .. , - .. ,,o!t FLORIDA BUILDING CODE (Nigh Vooloctty Nu fcont ZUan I - ,,,,-1,&,/ I : ,4 1. I -1� ...... .... ..
<br />I : 1. FLORIDA DUILDING CODE (High Velocity Wfu cone Zone)l
<br />- T'1444,,�,;�
<br />- - Ns� . )
<br />-44 -4L --. f 'k " I -,- - 1 4 k -. : *
<br />BLOCK Jwt SHALL at 1 1/4- . . : 7 .W. ltmm `K: I : I - I * "' * ,/ - \-r-/ , , N-�( -I) E T�* � FLORIDA BUILDING CODE (High veloCHy NUT Diane Zon*)
<br />. C, TAP _ L .%t% A � .375-0 1 , -M-0 A75*40 I. - . I I' 4GAR" i
<br />...
<br />... ,,v 4167
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<br />I ... I . 20 GAGE GALVANIZED STEEL STORM PA#n � - ' ��)
<br />: No ORMWI W I ow'_ ,'� , ArC I.... 1.
<br />JL NICaL . OXON, r4nol, W FP .
<br />VI CALK -IN ft SOIUD-SCT ANCHORS SHALL BE IMBEDDED 7 at INTO THE CONCRETE BL W -4 167 I _ ra. TURL I STATt U; .�;f 20 "a GALVANW SREL STORM PANEL
<br />...
<br />I '. 20 GAGE GALVANIZED STEEL STORM PANEL .
<br />/ OCR I'D `14 . - - - -W-------------\ I . . , ::::�40* 12S - - 1673, 111 KING NUT , I J caw" Ift, 44167 '* OWWR MY
<br />4 "? _ .1 .
<br />INTO SIUCCV.WMUL OF Pont TIM '/4' 9-70 SCAIIIIIS USE9 SHALL BE 1 1!2- LOK .. . ' - \ GLOBAL PROTECTION PRODUCTS, U.C. "a"I'm - �20w-- (� KEY HOLE .%--,-. "to" --.^ � - - .
<br />' / TMEE ;I'-- -.
<br />VFW, AND I MNAAW FORIVALLS ONTO NO STUCCO -:�'-!"' STAt, . " o,,,. OMI, . LLC. 01/tV$m SECTION A- - , -- GLOBAL PROTECTION PRMCTS. LLC. "I"I'a"
<br />, GLOBAL PROTECTION MOM TE OAK
<br />OF . A / -1. 11 � AT PANIE I 10 77- QUIL N r& I * " A* �'- , -- , I C.
<br />_ - " I.Uff Teinait - -MKNK,"1 ... )NW1n =I. 20-176 N11y . IL ECIOine. .m SX. IN vmv 1,%, I � ". A, snw
<br />, a twattiaw-taw--1 OM.L. N111114. N'.. 1. -
<br />%,'* IOR 001..-'* ,4..:.= Poft-1.1 "W (� �ft 4-)M�-I 2"X7-Xt1-4- � . 21e> -. .. ft 3331, - - 1? L, AMAL 0L IIII.
<br />K .. �- " M.r I X I. DKIMIM; - MTDK%?NUV un WMO NUI -~ I 1� -- a U )M-75-t TAX ("-)@"-BM 20-176 %.-q� - ' V A .. K., R&4)SIaTUk M (�)M..m -176
<br />�4d; * ... ... I " OR%ir &.". i-6-T-41 Ar, 20
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<br />- I i - - ~ 3 OF 36
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<br />INSTALIATION DETAILS FOR REGULAR PANELS.11A , p
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK - CONCRETE NOC*O"
<br />(SEE sc.4nu am
<br />COND" ANCHORS Sam I namm 0)
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<br />=11=11.1�- - -I mnlc= ;A - . ED COIKAM .VQ.M I . 11 cxwm POURED . I -
<br />,�� EMS1#4 POURED -\ ,'�� � I .1 -
<br />�� n ,.-,. —.... Z S; (S CMAMM ft,*UWn �111 �4)
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<br />". I A= I : I ;, (Rall"s POURED i 11 :1
<br />CONORM BLOCK I I . I CONCRETE OR - I I C V I J ..
<br />REOURED � It I/r cc : I CONCRETE BLOCK , " Owl" BLOCK � I
<br />J; - � i.1 - - L . - *1 = ., "I. F*06wlm 1 1 � - .
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<br />i � 1 I CONCRETE POURE -T, ". - "
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