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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WAT TER A. TTLLrr, JR., P.E. 'Ile aa1—
<br />YL P.e. c.,oS,u.A N41411
<br />AL C.A L1uc I%.0"7NY
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC.
<br />4800 S.W. 51 Street
<br />Davie, Fioricia33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., R.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20.3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<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 />a Building Cade change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATiOHI DOCUMENT (P.E,D.):
<br />Drawing No. 20-176, titled i120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral partc(ii; JP,is
<br />Evaluation Report, VFA,"1`ITtR ' Rrq/lf�N
<br />Is
<br />_- - `� Na, 44167 '-
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<br />?y, -, CORIDP.•����
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - 1f'tLx,A/PlAllI4H• n,A"1
<br />PRODUCT LI'ALUATTON REPORXBD 20 j 7)• 28.a1 2
<br />22- TEST REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-669 dated 08/09/1998, #96-570 dated 0911811996,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2000. signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2,& STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for 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 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4—WJND LOADS REESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas 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 />20.176, Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, f 1,
<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 />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />OLI„M11111f ryl(p
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<br />�He+nOEUM,
<br />ER D )�i UATEON REPORT NO, 20,6121111.01 3
<br />S MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<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 />No•20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />7-. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 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 Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc, (Florida CA-0006719).
<br />.�0,InAnTl /N"'�A.
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<br />r }moo. 44167
<br />7Ae-7,A-01- STATE OF rA:I
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<br />DA TILTECO ADMON RECORDS 1 P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANED DRWG * 20.176 l REPORT 4 20-0728.01
<br />1 L. ECO INC.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />.A - - A. TI L tit w LTBR L JT, ram, riv PRODUCTS t-Ik-'601.00l'
<br />!'A U�ATION REPORT ,T 7., L;ro N« �1d7
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<br />REPORT Ill
<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 />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global ProtecUon Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method ID of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verffied for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<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 />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.j
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte 61; f A is
<br />Evaluation Report. ."�`SEri ^�.Lt/�'",.
<br />-- -VI. .- F -IP,
<br />41 s7 �I_
<br />/ i ,0'. STATE OF ,-*
<br />",,O,.�-,, �..FtORO, .-Aare
<br />63.55 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-IW' ` 6tt- 9"1-1531
<br />PRODUCT YVAr CATION RE1!MT NO 211-0727 02 2
<br />= TEST REPORTS:
<br />Large missile impact load tests were performed under SSTD 12-9g standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by Amedcan Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1809.1.2 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 Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. GCM-198 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofano, P.E, as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for 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 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3 MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1609.1.2 of the Florida Building Cade, as per
<br />SSTD 12-09 Standard and TAS 201.
<br />4.1MND 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, 13 thru 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 SSTD 12-99 Standard.
<br />,�d�a��P'A!'T1� N
<br />1/7 -00'. STATE OF •:Q.
<br />y'MN,sA8/0NIAL, k%k
<br />ffiOni)('.T EVAi U11,11014 RE, NO. 20-0717-111 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, 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, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />S. MATERIAL CHARACTERISTICS 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.
<br />ND CONDITIONS
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tifteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 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 Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tiftecw, Inc. (Florida CA-0006719).
<br />WATILL
<br />D:1 TILTECO ADMON RECORDS, P, E. REPORT.2C
<br />GALVANIZED STEEL STORM PANEL , DRWG M 20-175 4
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<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />��.��AN��pp���� ����,V,•��� (SCALE 1/2-1") 1/4, 2/4. 3/4, 4/4, 5/5, 7/5,
<br />ArMEPAy1 OYES: B.3) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND q+ THE I W 10, 2W 10, 3W 10. 4W 10. 8/5
<br />ANW111 eDtt 20 oMaE alw® 6t9I1 f110Ii1 fAi1FlS) EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. / / / /
<br />1, STORfi PMEL SHOWN MOM PRODUCT EVAWTgN DOCUMENT (P.EO) HAS BEEN VERIFIED FOR COMPLIANCE W ANCHORAGE SHALL BE AS MENTIONED IN 9.1) AND W B.2),. .- _.. _ ._ . _ .._ _ -- _ _ _ . _ . - -- - 15.190• (TOTAL WOTH) -- - - --- . - -. _ _ - _ . _.. _.. _. _ 15.1 W (TOTAL WOTH}- . -. ------ - -. 8W/10, aW/11 7W/11
<br />ACCORDANCE WITH THE 2WO (7M EDITION) OF THE FLORIDA BUILDING CODE (C7 T9_9=11#E_rwD RMIN. SPECIFIC GAAVTY G - AIL —ITS;: -. ----- ... - --12.SW (EFFECTW WOTH)- ..
<br />1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W SULDEX. INC. .6.2,yO'_._.._-
<br />OE°.ACtt ND LOADS S RE BE DETERMINED THE
<br />JURISDICTION
<br />I PER SECT" 16200E SHUTTERSTHE ABOVE ILL BE IN Cam, _ _- _.-.-..8 1 4' ------ _.-..__ ._.__—_ ..__ _1, WIN
<br />MAX__- _-___._ FOR'FOR WOW SEX SECTIONS ON SHEETS 10 h811A _-_. _- _--"-I' MIN
<br />r MAX_
<br />FOR A WIND SPEED AS FACTOR
<br />0. l.0 USING AS C 7 6 AN THESE MDTEXCEED
<br />WILL MAXIMUM
<br />SANDOL /f4-10 G SCREWSATE
<br />PER
<br />N.O.S. O AND PANELMA7E PLUS ANCHORS. A5 MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS _ 1.�3.A,nN, , 1.390'-. .- 1.,50 .'\•SW' , N AGO'
<br />FOR A DIRECTIONALITY PATINGTpt ICATED ONSHEETS
<br />ASCE 7-16 AND SWU,L NOT EJCCEEO THE MAXIYLIM (AS.D.) - 1/16 LAG SCREW$ PER NHi /.. -f-• ^ 1 jy \ r .•--lmO -- :' a038• WN. IN" ,.3w ,X " O O O O
<br />DESIGN PRESSURE MTINGS IHOICATED ON SHEETS 7 TMaN N2. 14, 55, T8, T9 a 20, - 7/,6'i x 5/e' VJWO B(15FIRNG. A$ DISTRIBUTED BY ALL PWI1 SCREW. BOLT A SPECW.TY CO. -.
<br />W ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIN LOADS DETERMINED PER ASCE 7-16 C.1) M4MAUM THREADED PO4PRATMN INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FOR ELCO PANEIMOTE PLUS 1• ) ' ,j�$D' i 'I A - r f' p• D.tYt.,t�, O, (D-. i -__l_-T__T_ _f__T___T__T___T_.T__.., _ , '___ /. _..r__,_--1--�.._i__T _T__T___T __i__ _.. _- _
<br />SHALL BE FIRST REDUCED M A.& , DESIGN WIND LOADS BY MULTIPLYING THEM BY G,6 N ORDER TO � �' I • 0.03e' MN. THICK HEMMED .� / 64NDE SO HEMMED x /� /� '
<br />COMPARE THESE W/ MAX. (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 7HRU I2, I.. 15, 16. 19 4 20. 'INN PANELMALE FEMALE 10. // / r `-4 2657' DALVAIZm STEEL EDGE / ! e' I 2.657 0-60 GALV. EDGE / ®yl S i• (Q){�' ® T I �-
<br />C.2) MINIMUM iHRFADED PEIff'rRAONRN OF LAG SCREW. INTO THE WOW FRAME UNIT SHALL & 1 t/2' W THREADED 2.OW z I I TYP --- ASTY A-s53 2. �' - _ \/ �" .. - _ _ . _ _ _ _ _ _ _ _ - ' �'E T / �=! �:/ I I I T
<br />IN ORDER TO VERIFY THAT ANCHORS ON T195 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SSs INCREASE W ALLOWABLE PENEIRA.TION INTO STUCCO SHILL BE CONSIOCRED AS PART OF THE REOURED THREADED PENLTMFON. IIII
<br />'1 tWADE Sa NM6/UM 0[TAR. A_�e I ORAB. L? I I 1 I I I 1 O
<br />STRESS FOR WIND LOAD$ W,15 BQL USED N THEIR ANAYSS. FASTENERS SPACING TO WOW HAS BEEN OEit'RMINEO W _ (- �.B' G-60 GAIN. ALA ,.._ I 1._ - _.1 __l. '. I �I L� �.. I. 1 __ 1 _� ._ .- -i. _I E
<br />ACCORDANCE WITH N.O.S. 2018. C,3) MINWRM EDGE DISTANCE OF LAG SCREWS. INTO 91000 SHALL BE M RNOKAnD N TINT" DMWINC ___..7 _ _ . _ _ _ _ _ _ _ _ _ - _ __ - -_ - - _- _ _. __�. -- i'.. _. _ -__ . _}�',- _- __ __ ;',:.�.. I _ _ _.
<br />STORM PANEL'S ADEQUACY FW IMPACT A" WAND RESISTANCE HAS BUN VERIFIED N ACCORDANCE WITH SECTION 1626 OF l j I O
<br />FEE ABOVE YEN710N@ CODE AS PM HURRICANE #212 . t PROTOCOLS
<br />TESTING, INC. REPORTS 46-Se9. 86-5J0 h 96-T30 AND C.A) MINIMUM STUCCPENETO
<br />EXIIONST,
<br />OF WOOD MINIMBUSHIUM SHAFOR BE S/B'. i/4' i-14 SCREWS USED 91KL BE , t/2' LONG A9IRYUM 1.3`- ©M� C` __ .1 7'-_- , 1.. �J r T �! I 1 ?._.I_.._� ._ � f -... i..__ I 1
<br />ASFENESTRATION
<br />ft AS TESTING LAB INC., REP RTTSOUT r FLORIDAREPORT
<br />. AS PR 1-09, PER TAS
<br />TAS-202 AND TAS-203. STORM 1 PANS 8h-.,.i
<br />...
<br />END STORM PANEL ]`_ _. } t -� _ I � -
<br />SHOULD S1UCC0 EXIST, AND 1' MINIMUM FOR WALLS WITH NO SR1CW. e.250 j
<br />4 i I
<br />AS WE1L A$ Al1ERICAN TEST LAB CIF SOUTH LORA RFPORI /027901 -09, AS PER TA$ ZOt, fA5 202 AND 1 1' -dam 0
<br />TAS 203 STANDARDS. C5) W CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS BE FOUND ON THE EXISTING A _ I I �y },
<br />WILL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. , 1 - r F� •••�
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2, 1 II , 1 � (0
<br />3 ALL
<br />UM
<br />ET METAL USED At
<br />OSURES SHALL HAVE
<br />I4 ALLOY.
<br />+. ALL $ATEELINSHEETEMETAL PAWLS SHALLHAVESTRUCTURAL DI)N.lT,'+HSTEII. ASTM A-653 GRADE 50 MINIMUM. G-60 ) 1.25- 2.1e7'--- I I i ' C'V _
<br />A,PKI40RlIGE SMALL AS MENTIONED IN C.1) C2) a C4 ,. 0
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Or THE RECOMMENDATIONS AND SPECIFICATIONS OF THE .ANCHOR'S MANUFACTURER. E 12S' / i25• I 1 i _ _ _ _ i U l V
<br />PANELS f7N LIP NE q� - - i[�'I-2f1. , 4'✓•-1a. _ � / /
<br />e. PAWLS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS { .. --_ ...- I.250" .too" - - •7W''- .w+ gFAtS ]W gR1F3 UNBOLTED PANELS I `:I I BOLTED PM1E1.5 W t N-20.1- lM
<br />GALVANIZED STEEL DESIGNATION W/FY- 56.5 bi (AFTER ROl1EO). N/ liL9MIN7/ mO'C - - I I 1.t25' 1 ' 9R,o 5.9. 9TW ":750• ti I I S.S.M.S. 8tx.1 W 7 13 i+ �- JJ �/
<br />THROUGH 6) EXCEPT THAT HEADERS ®A ® SHALL NOT BE USED. ... C RIVETTD ' � (SEE SECTOR$ A5 , 1 � i I.. / /B' /32 /\
<br />6-eo9s• 1I I TO ANCNL e W ANDLE • - + i I WINGNUTS O EA DWERIM
<br />3. ALL SCREWS TO St LESS STEEL 341 OR 316 A15i SERFS W CORROSION RESISTANT COATED CARBON STEEL AS PER �-�
<br />,MIX 30.OB' ) 12 1/7' 0.G ,2 ,/?• O.G. APPLICABLE) ! i (SEE sEcnoNs As MPUCABLE) �� l�
<br />9.. R SHWA BE THE RESPONSIBWTY OF THE CONTRACTOR 7o VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTOt IS TO BE].375'1.SW' 1,SW' 1DIN 50018 W/ 50 #Ai YIELD STRENGTH AND 90 kM TENSILE STRENGTH I SHALL COMPLY W/ RORID, BUILDING CODE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHURER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRA.E ////� .003, —�i 1 I i
<br />SECTION 24M3.3.4. fRIADd1G5. / 3- 2.0f10• [ _ L. _ _ - 1 .__�_. _l_ ,.L L i_ _1_l Li_ i-�.._ - 1 ...L.1 O L6. BOLTS f0 BE ASTM A-b7 GALYARZED STEEL. OR NSI 304 SERXS STAR1l E55 STEEL. WRH 36 kxi MINNWI YIE,D _ .9:m' .939- DEtML SEE _ _ - _ . _ _ __STRENCTM. ,0. EAGH REGUVR STORY PANEL WI1H IENCTHS OVER 8'-e iIROUKaI 12'-{'. A$ PER SECTIONS 6, 8. 9 c 10 A1O AL7ENMTNES 8W, OB3•RE a1!v 37i 1 ( 115' !. -. � 1 f1j5'1 L.151' 'i___-_... 1 __i i - __� --0 L( � t�RLL R / i fi r Jr� ♦�
<br />TO . , OR ON SHEETS 3. 5 &ER OR- 0.250• 2.i25' (,) -,C\ - _ { L I 1 I I I .�,,,t V7(A)(A)EQ-Dg$^"IW PoU CONCRETE FOLLOWS
<br />IT. I E .. 1 ,i. I1, THE INST' ALLATION CONTRACTS MSTOTAO $SEAL/CAMLK ALL SNUM COMPONENT EDG12 RESMITIVELY: SHALL HAVE A LEGIBLE AND ES LWHKN REMAIN N CONNTINIOUS CONY VISIBLE MARKING INSTRUCTING NTACTT WITH 1 375 I -5• My.-.---_. 1.SW' 1.SW-I , iIf'iIi--_�..E�3 r- 041/. i TAPCON ANCHORS AS MANUFACTURED Bl' . W JULDEX. NC. (Mu1 c 3 92 Ps 7 TIE euILDING TD PREVEN / TRusloN ISOMETRIC YIEW DETAIL A _
<br />I C
<br />I/1-.. 7/8' CALF -IN MCNORS, AS MANUFACTURED !TI' DEWAT INC (MIN. 1'<-LOW D...IJ 12, STORM PANFUL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N iNt5 0M'RNG PLUS ANY BUILDING AND ZONING REWUTION$ ROINDEO CORNER i! ENDS OF PANELSR. D.M..®.�-
<br />_ __ ___ __ _ - __, a -. -�__ ___ __ __I __. _�.__ �__ ! 1-- _. .-
<br />_ ___
<br />- 1/4'I . 3/4 SOUC-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT Q SPECIALTY CO. -- � --- O T O a O I '6-II
<br />13. P(aRa) THIDED fUEVALUTIn�MON �MIT � � TIMER I GE p�ECOAND DOES NOT PROVIDE NFOPoAAON TO END UP W� .T.SHE'}MED EDGE. O "h' HEADER O U« HEADER O4 e[ j,E 4�A ANGtE MVITdi STt1D 48j ANGLE WITH 4 + 6 4 + —... - N C
<br />(Mm.. r o 30W P e. )
<br />DOCUME
<br />BY THIS
<br />j,4 10 PMEUM.TE FERIAE O k FMELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRIXNK'f5. r
<br />(MIN. H 33W P,.. T• NHN 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, �E/5
<br />I. �
<br />1/4 i CF TAP -DRIP ANC,iDRS, AS MANUFACTURED BY TRU-FAST CORPORATOR (f'c-36W P.x.l) (_.-_ SCORES REVERSE STUD O O O �Or 3' MAX 3- MAX i
<br />SEE poi. IW/10, 211I 3W/10, 4W/1o, V)
<br />(!) CONTRACTOR TO BE RESPONSIBLE FOR THE ES NOT
<br />LATE PURCHASE AND tCSNDITIO S DETAILED
<br />UT SAFETY BE THIS PRODUCT
<br />A.iJ NINIMUM EABEOMEN, Or TAPCON ANCHORS INTO PIX11R£'D CONCRETE SHALL � , 3/4': Y FOR PNNELNMTE FEMALE BASED ON THIS PFD. FRONDED HE/SHE WL5 NOT DILATE FROM THE CONDITIONS DETARED ON THIS DOCUMENT f__J 1/U a 2/ta 9.314• "�4 ,37E RJW 1O, aW 11 & 7W 11 � t�
<br />IGAN PANEiNLTE PLUS AND 1 I/4- FOR OF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSR,UTY. I _ 4.38D• _ RXa" Iee•� 096' .0�• i •� / / /
<br />A.2) CALK -IN e• SOLD -SET ANCHORS SHALL BE EMBEDDED 7/8- ALTO THE POURED CONCRETE. NO EMBEOMENi INTO (c) 1145 PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED [NY" IF MOORED. _. iiMS'� - I ^`
<br />)'-_ ) , _- 1 - __ _ I -! ,/4N-2a 30. SERF _._-.-._-_ _. __. _. _-ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS - 8 9-.._. -. -... N
<br />1.407'1,063' 375T
<br />f I 3 1 I - - 7 i "S3. SILO RIVETED TO FOR WOW SEE SECTIONS ON SHEETS 10 A 11 - - W
<br />STUCCO SHALL BE PERMITTED 1/4• .-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. .., N- , 1710 .e56' ."a' AN®.E a 12 I/2. Olt N �t�'`` V Fy
<br />ND ,' MINIMUM FOR WALLS WITH No STUCCO. AND MAY RE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE - - 300 1.e71' - - -_! "'L t N 1)
<br />BUT WITH WING NUTS. ENGINEER OF RECORD (CDR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE L__ ( - - 7.N3' RO82• 1.671' ♦ 1�' < M
<br />PROPER USE OF THE P.E.D. ENGINEER W RECORD. ACTING AS A DELEGATED ENGINEER TO THE I }/,6'. 11OL i01t I - .093'
<br />A3) W CAA THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND (N 111E v.E-O ENGINEER, SHALL $LX)MR TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. • tA'S• REGULAR STORM PANELS n do R ELEVATION w T 4
<br />'a^i10 LOCATION R .957 �.)_ • �-R t25' �. 1-- ___._ i I _..... 7 �o•
<br />EXISTING WALL OR FLOOR ANCHOR$ SHALL BE LONG ENOUGH TO REACH THE wAG+ STRUCTURE BEHIND SUCH E1kT+' PARR OhRIAP9 N . NW,..085• 084• N.T.S. r1
<br />PANELS ANCHORAGE O F OMSHALBE AS SKAU. B W AI) NND H A2). (,) THIS P.E.D. SHALL BEM THE DATE AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL --_ 2.000'-' - } ,+ENGINEER OF RECORD THAT PREPARED IT. 7.�- O KEY HOLE WASHER - {TYP.)
<br />(B) TD NSRECONCRETE WK WALL ASD'M f,_--BQ: ,4. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt5181E LOCATION A7 STORM � ��pp
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 17W.9.3 OF FLORIDA BUILDING CODE. ONE LABEL &:�-
<br />� O' tt y 9El-9,1" • ® _ i 1/{• Moe. DAP O Q
<br />- i/4. 6 TAPCOR ANCHORS AS WJIUFACTURED By 1. T. IN SU+LM. INC oas' µ, 6 /F" TRACK ANGLE FN TRACK FLAT PLATED 2-67'
<br />/ TINS OraWlnc SHALL ONLY BE USED Tb ,rR. ,s' LONG y" F��A L(/r�9 8+2II + DS06M -T wrlaE W41EY1 C V . �' 1/4• . , 7/8 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- (MIN, 1' -15W P.•I.) SRWA BE PLACED FOR EFTM OPENING. LIBELING TO COMPLY WON SECT" 1709.9.2 OF YHE Dow- (Min.) W4' Fy,�� yffuSTUD (EWE =
<br />- 1/s•e X 3 4 SODU-SET ANCHORS. AS OMRDLITED BY ALL POINT SCREW: BOLT $ SPECALTY CO. FLORIDA aLMLOPIG CODE GALVANIZED STEEL 3.4'! "W(YINI'GaLBW D., i.) itT{-10 PANEINATE FEMALE O AND PMELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONISTRUCTOR �.. '•••••••••••PRWUCIS (INN rc.2071 P.,J) "W100 OBTAIN PERMITS N THE STATE OF flONDA - t(�',/4' 6 N:F TM -GRIP ANCNIORS, AS M.NVFACTUREO BY iRIJ-FAST CORPORATION "Eft A. r1i 1 - / \f.OW- �p• vCENSF.375'9e'e .e75Y lS.�} 1/4• , M OL�'C/�" �'r• FLORIDA 9UILATNO CODE NI h Vslx Hurricane 2onA E-- 375' '"r' ' a No. 44167 'E '"A"' D"'' ' Ap:....r9.1) MMINUM EMeE.DYCM OF 7APCCN ANCHORS. ELCO PMfLM4TE5 AND CIF TAP -GRIP IAMNOR. INTO THE �C -_• _ •:* Q�• ✓
<br />BLOCK UNIT SHALL BE 1 1/4-. LY •'• •• sy .39Yo N .TIMa RC ri. --- -- I I - * : * fLORIDA BUILDING CODE NI h Vslacl Nurrican- Zone --� 1�: ' I:N ''•.'!� FIDRiDA BUILDING CODE h Veloc Hurricons Zone20 GAGE CALYANIZED STEEL STORM PANEL >ro. IDTTOM :B.2) CAX-IN A SOLD -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK uNr. NO NO, 4 167 = WAN6n JJ .063 - � g�� NICKEL - DTCE � DARL �% STATE 0 '44 omm MAXIM Ac. 2D GAGE GALVANIZED STEEL SFWBI PANEL Fs. _ mma "JIM W. 20 GAGE GALVANIZED STEEL STORM PANEL rr.
<br />e)/9yw99 ( . 2$0' .125- '_.,167s• •`^"-O WING NOT #•�i:•. Al, : ' — w: = N. 44167 •: x DOWN IN,
<br />INTO fXL57. AND O. 41N MWBEl FOR WALLS 9MTN NO SNCSCREWS USED SHALL BE 1 1/2' LONG MINIMUM 11'..
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<br />iNSTALLAT)QN DETAILS FOR REGULAR PANELS a dt CIA DD CLOSILKS DETAILS FDR INSTALLATION IN POI O 0112 iE_
<br />INSTALLATION DETAILS FOR REGULAR PANELSC1i & dA EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONAE Ei= OR WOOD INSTALLATION DETAILS FOR REGULAR PANELSni do CIA
<br />INTO EXISTING POURED CONCRETE CONCRETE BLOCK STRUCTURES an«94EtE A CND6 -A= P=Wcr �W-ORP CONCRETE ANGHD99 /•A 9°9/•'91 YALiD FOR RE( OAR. UFE SAfEt1l AND E Z HANG SiOF>fd PANEL SYSiflE1 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />INTO EXIS �� �Ry,1y�
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<br />OtbtING PIXRED (SITE 6CHMM ON RE SCREWS ON SHEET - e 9) SHE SCHEDULE THRO G+ � Rt0"MR i-Y D.e 'r- I ppDRE� Pip 6NOipRgFOR WOOD SEE SECTIONS ON __
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