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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<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 ftW_ucts LLC,
<br />4800 &W. 51 Street
<br />Davie, Flodda33314
<br />1. PURPOSE OF eVALUATI :
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (,9ystem
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method I 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 leastaquivalent 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 b limitations and conditions
<br />2-EVIDENCE SUBMITTED
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<br />2.1. PRQDUCT EVALUATIONTIOC�UMEINTkRED-JI.
<br />Drawing No, 20-176. titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
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<br />Tillit, Jr., P. E.; dated 0712812020. This drawing Is an Integral part OiUp,is
<br />Evaluation Report. 0%011 It
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<br />PRIODUC r E31,AL 2
<br />22-TERT-REPORT-6:
<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 # a6-569 dated 08/09/1996, #96-570 dated 0911 811996,
<br />#96-T30 dated OP/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
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<br /># 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01 -09, dated March 4, 2000, signed and Sealed by Edmundo, Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />U.-STIRLICTURAL, ENGINEERING CALCULA1101il
<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 11103108 and 03/12115. signed and sealed by Walter A. Tillit, Jr., P.E.
<br />I MISSILE IMPACT MAISTANCE:
<br />Large missile Impact under section 1526 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. MID LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<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 Docurrient (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9. 10, I 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 20 of 25, 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, 26 and 26 of 26, of Product Evaluation Document
<br />(P. E.D.), drawing No. 20-1 76.
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<br />6. MATERIAL CHARACTERISTICS -A
<br />- , INO SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1, 2 and 22 of 26, of Product rEvaluation 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 (FiI drawing No. 2U-176.
<br />7. LIMITATIONS AND CONDITIONS OF U$E-
<br />7.1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />an sheet I of 26, as well as General Notes # I thru 4 and 1 1 thru 1B, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilleco, Inc. and signed and sealed by Waiter A. THIR, 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 />T3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter X Tillit,,Jr., P.E. (Florida License
<br />No. 44167), President of 711teco, Inc. (Florida CA-0006719).
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<br />D;lT1LTFCOAnMONRECGRDS%P. E. REPORT.20 % (31,08AL PROTECTION PRODUCTS, LLC!i 20GAGE
<br />GALVANIZED $TEEL STORM PANELk DRVVG # 20476� REPORT# 2"728.01
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<br />TILLIT TESTING Q ENGINEERING COMPANY
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<br />PRODUCT EVALUATION REP Ff. Z ' U N� 44167
<br />F1, CA, 1-i-e No.0006?J �
<br />REPORT Ill 20-0727X2
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY.- Storm Panels
<br />PRODUCTNAME, 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global ProtoctI*gy1gdUg&_LLG
<br />48DO S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPME OF F,YALkJA,1lON L
<br />This is a Product Evaluation Report Issued byWaltor X Tillit, Jr., P.E. (System
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Flo ri da Department of B Lis! ness and
<br />Pirollesslonal 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 Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUSIMMED:
<br />Zi. ERODUCT EVALUATIO -.0.):
<br />, IN DOCUMENT (P.F
<br />Drawing No. 20-175, titled *24 GAGE GALVANIZEb STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by Tilteco, Inci; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07f2712020, This drawing is an into �R. , rt
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<br />22-MT REPORTS, .
<br />Large missile Impact load tests were performed under SSTD 12-99 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 F-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report* 0814.01-01 dated 03/11102 witnessed by William
<br />R. Manner, P.E., Borlz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edrnundo
<br />Largaespads, P.E. and Henry Hattern, P.5. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November23, 2010, signed and -sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13.2009,
<br />Signed and sealed by Frank Grate, P.E, as per ASTM E-8 arud Tensile Test as
<br />per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jariofana, P.E. as per ASTM E-8-
<br />2.3. STRUCTURAL ENGINEERING Q"L ULATIONS:
<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 1211 B/10 and 08127113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. WSSILE IMPACT RESISTANCE,
<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 LQADS 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, 1 1, 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.
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<br />5. -INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 1 8� 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 1 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t-MATIERIALC HARACIERIBILCIAND-6EEC-1-r-JOATJONS.
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D,), drawing No,
<br />20-175,
<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 />7. LIMITATIONS AND CONDMONS OF USE:
<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 (RE.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and seated by Walter& Tilllt, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on 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 Walter A. Tfilit, Jr., P,E. (Florida License
<br />No. 44167), President of Tifteco, Inc. (Floricla CA-0006719)�
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<br />CQMPONENT-S EQR REGULAR & UEE SAFETY 5TQRM PANELS
<br />(SCALE 1/2-1") 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, 1
<br />2QIlBL-NQ= 83) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCOU OR WOW BOARDS BE FOUND ON THE 0, 3W/10, 4W/10,
<br />O" FOR 20 JIM �� STEEL MrAiii-aiiii" EXISTING WALL AWJiQRS SHALL BE LONG D40LW TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS .Jkh,lw/lo, 2W/i 6/
<br />1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATM DOCUMENT (PXD.) HAS BEEN VMIFTED FOR COMPUAWE IN ANCHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN a-2). -------I5.19B . (TOTAL WIDTNI)�--- --, -------I5.I9G' (TOTAL WIDTH)— P-5111i 6W/11 & 7W/11 F"' 5
<br />ACCORDANCE WITH THE 2020 (M WITIOND OF THE FLORIDA BLAUXNG CODE (C) I � � - I
<br />d �- -----l2ZOO?' (EFFECTIVE WMTH)------ W � ANCHORS: FOR CONCRETE SEE SCHMILE ON SHEETS a & 9
<br />- 1/4-0 TAPCON XMN4CHORS. AS MANUFACTRUMR0 ITY LT.W. ILM, NC- � I i . _
<br />ENTIONED - #14-10 PANELMATE FOAMS ID AND PANIEUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTIONI PRQDI f i , 3: MAX__ FOR WOOD SEE SECTKINS ON SHEETS 10 & -- ,;,: I=. -�, I
<br />DESIGN WIND LOADS SKILL BE DETERMINED AS PER SECTION I 620 OF THE ABOVE 9 CODE, I
<br />FOR A WIND SPEED AS RECIAM BY THE iVAISDIC71014 WHERE THESE SHUTTERS TALL BE INSTALLIED AND i �---f Ile ---- . : i I MIK � IT
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<br />FOR A DIRECTIONAUTY FACTOR Kd.OAS, USING ASCE 7-1 6 AND SRALL NOT EXCEED THE MOUNKIM (A�S.D) '1�4,"O LAG SCREWS PER ACV.& f , J -I-IP^- Liwl �i -1 I-- ,.�W, � I �
<br />: I ,,-, � 71.� 1 / , 0430' VA TICK 6 0
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<br />DESIGN PRESSLIRE RATINGS INDICATED ON SHEETS 7 THIRD 12, 14� IS. 16, 10 & 20, 6*0 . 5/8* WOOD OWNING. AS DISTRIBUTED BY ALL POINT SCREV, EMT el SPECIALTY Co. - -/- . I � I "" I �1- "I" ' r - - I - � \ 40,04ANIZEIC STM I I 111-1� I - -- --- -- - - I - 1
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<br />IN ORDER TO VERIFY THE ABOVE CONOTTIM. ULTIMATE DESIGN WOW LOAM DETERMINED PER ASCE 7-16 , - ---i , DAVI..O. @ - I I -T , , , � , , , , t .
<br />C-1) MINIMUM THFICAM PtHMT*N INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANELMAM PLATS 1 \ Apo. 11 - ASTIA A--W . -77 ,
<br />SHALL K FIRST RCDUCED TO A.S.O. DESIGN WIND LOW BY MULTIPLYING THEM BY 0,0 IN ORM TO AM PANEILIAME FEMALE M , z � ,;, GRADE 50 . 1 I i I . I I / - I 0
<br />COMPARE THESE W/ IAAX� (A.&D) DESIGN PRESSURE RATINGS INDICATED ON $HEM 7 TTMU 12. 14. 15, 16, 19 & 20, 2'BI 0111VANIZ " 1�1 � I 1 1057" G-60 GALY. / I I I 9i , 5 i.-1- -
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<br />IN ORDER 70 `VERIFY THAT ANCHORS ON THIS P,IED. AS M!7:ED WERE NUT OVER STRESSED, A 33% INCREASE IN ALLOWABLE TYP. ASTV A-M rYP, " � /
<br />C.2) MINIMW 1HIMACIED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2*. No THREADED -�,'YEXMED t X - ORAX W MON" \ BETAS. �T ' , I " �' - I � (, � )
<br />SIAM FOR WIND LOADS WAS HU USED IN THEN ANALYSIS. FASTENM SPACING TO WOOD 94S BUN DEMININED IN PENETRATION INTO Sn=O SHALL BE CONSIDERED AS PART OF THE REQUIRIOD THREADED PENETRATION, 2AX1' 1 EDGE G-60 BALM -� - Ena @ I I I L . I ; f"i
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<br />ACCORDANCE WITH N.D.S4 Zola. C,3) MINIMUM EDGE DISTANCE Of LAG SCREWS, INTO WOOD SHALL BE AS INDICATED TO THIS DRAWING 1�,:TAOOL . � 480 ; //;E T-1 - L - - , A ! 1 48.6 Iii 00 ,
<br />STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFtED IN ACCORDANCE WITH SECTION 1626 or --- , / 3i L , . 1 ,�
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<br />THE ABOVE MENDONED CODE AS PER HURMCANE ENGINEERING 4 TESTING INC� REPORTS 06-569, 26-570 A, 26-730 AND C.4) MINIMUM PENEETRA11ON Of WOOD BUSH" SHALL BE 5/9'. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG Wim" � � [--[-I-"- - I- - -- I - I ED zik ,
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<br />FENWMTION TESTING LAIS. INC,. REPORTS #2032 & #2129 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STLICCO DUST. AND I' MINIMUM FOR WALLS WITH NO STUCCO. -1 L-------12W I 11 ... ,,�. __ __ __ __ - - - ,-. - -- I -- a C= C L11 11 -11
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<br />AS WELL AS AWMCAN TEST LAB Of SOUTH FLORIDA REPORT 10219.01-09, AS PER TAS 201, TAS 202 AND (A END SMM EANEL - 1/1 - , -1=1 -- ----
<br />INS 203 STANDARDS. C,b) IN CASE TKV PRECAST STONE� OR PRECAST COW -REM PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE DuSTRee (DIMM-Em" , � ILD -0 -, , i-
<br />WALL, M014ORS SMALL HE LONG ENOUGH TO REACH THE AVON STRUCTURE BEHIND SUCH INNELS. i -
<br />2, ALL ALLOWNUM EKTRUIRCHIS TO BE 6063-To ALLOY AND TEMPER. (UNLESS OTHERWISE NADMO), SEE SHEET Z, AWHORI SHALL W As MVMONHED N C,I), 0,2) & C,,T) --2Aff7--, , � - 1 -- --- =:) ( -. - ; ,--
<br />1, ,l A 7CW : - 2.la,r--- - , I -< al. . . . '115
<br />1
<br />- - ------- - - 1 .125, '0-20. -j I - PANELS -� -�, - '-'
<br />& ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLCY� (0) ANCHORS SHALL SE INSTALLED FOU.0MW ALL OF THE WCOMMIENDOONS AND SPECIFICATIONS Or THE ANCHOR'S WNUFACTURER. I---,- 'vt- 1 -4V -- , -// I - ------- � --FT-m-,4�,-- I
<br />ft,iAu�-s - `� � - - ------------- 6
<br />4� ALL $=L SHEET hOAL PANELS SHALL RAVE STRUCTURAL OU61M SM13- ASTM A-1153 MADE 50 MINIMUM, 0-60 -Ew UP 1� �� !ikl - a a
<br />GALIANIZED STEEL DESIGNATION W/rY- SS.6 kal (AFTER ROLUED)� 0- PANELS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOINING INSTALLATION DETAILS SHOWN ON SECTIO14 3 THROUGH TO (SHEETS 4 - � ilptr Im" W- .1w- �- %,,"�L ig - _,�� � , BOLTED W1 1/40-20*1' 1 r-
<br />* .7 ,
<br />*
<br />-, q- T I
<br />- -- `-
<br />* 17 " -
<br />I `�-
<br />- � '!-* ' " 'L - I - I L �--- 112 � , .O., L "I
<br />�: .- -- �5 � �,
<br />I
<br />-
<br />" "" 1- - I / �
<br />�, "-I I OJ OOO 1��- - .SX STUD wnm - - ��S?7r_ - /� , i ,�-
<br />THROUGH 6) EXCEPT THAT WAGERS 0 All Q SHALL NOT BE ITEM W/ DO, f - .12V ii S " I �_ _ .Is. Ms. SOLT W/ 7A, . 3/37' ;4 -- .
<br />� - ft. a . IF ;7-P -
<br />R.'Low I I I A TO ANGIE 0 �, I W;�CTI;;Z� " WNGNUTS 0 EA, ON_ . I �
<br />5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESWANT COATED CARBON STEEL. AS PER I , i lIr a.,- 12 "W at, � I I AP ) - 7. . r �J
<br />� -1 I , I (SEE SECTIONS AS APPLICABLE) I
<br />-f r "I. ,Ili I .
<br />I
<br />DIN 5OOt8 9 IT SHAU. BE THE fMW20�� OF THE CONTRACTOR TO VUHFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ---77, """ *Q,W .100 "I. - i 1,5� � -- F . / I I ; � I -
<br />IWJ�SO kal YIELD STRENGTH AND 90 kai TENSILE STRENGTH Ar SHALL COMPLY W/ FLORIDA BUILDING CODE 'ATTACHED TO 04SUM PROPER ANCHORAGE THE SHUTTER WALL ONLY BE ATTACHED TO CONCREM, BLOCK OR WOW FRAME 1 3-ve I -5 G 0 I � -. - - -
<br />SECTION 24 3A. �Ow � -----I - - 77L _ ... -1 -L-J-1A I I
<br />BUILDINGS ] .OW . 2.000 . ; � -/ - --I �!i
<br />- � ! I .. I -
<br />& BOLTS TO BE ASTAI A-307 GALVANIM SME). OR AISI 304 SERIES STAINLESS SMEL� WITH 36 kW MINIMUM YIELD 11� 6, i - - . .M. �- 1 AT39, ---- - ... - � �:, '- ;
<br />. . �9' "' i / ---- � - J1 -- v ) -T ED "I.
<br />9W & IOW ON SHEETS 5, 6 All 12 RESPECTIVELY SKILL HAVE A LEME AND MANLY VtSW MARKING INSTRUCTING OWNER OR I L - � 125' 1 � I . i ", - .,;
<br />, 4 37$ -� Y, J- �� -- .�
<br />7, ANCHORS TO WALL SHALL K AS FOLLOWSiz � - -1-7 -- —
<br />STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 8*-$ THROUGH 12*-4'. AS PER SECTIONS C 8� 9 & 10 AND ALTERNATIVES 8W. - .` � .250 7- j 21 - �A 375 1 1 i f L.,,S4- _-. i T I ,/ 9 ,-- .�
<br />TEMAJOT TO SECURE PANELS WITH APPLICABLE REINFORODONT DURING PERIODS OF HURRIOCANE WARNING. � , �� --I � - - � I i I
<br />IL 71M INSTALLATION CONTRACTOR 15 TO SEAL/CAULK AM SHUTTER COMPONENT EDOES WHICH REMAIN IN CONTINUOUS CONTACT WITH I & a - I L..� / I 1 - ,
<br />(.9 luxisna-ammm-raKm L J M/ IFLU AT , ,,.I< L -----------r M------� L-,,SGO--.i / i � - - - �
<br />-Y ,�
<br />-11/4`0 TAPCON ANOWAS AS MANUFACTURED BY I.T.W. BULOEX. INC. (Min. C-3192 p.s.i.) THE BUILDING TO PMEM1` WIWIRAIN INOTILSION, - - L-2.DW--- � - 1� 1.
<br />ISOMETRIC YIEW DMIL 2. ODQ. n, I i l Z
<br />" CORNER 0 ENDS OF PANIEL'S I ,, ,-, . �, - -,- 0 -)
<br />- /4�. oxx 7/8 CALK -IN ANCHORS, AS MANUFACTURED BY OEVALT INC, DAKK fc-3000 p,.T�) D.M..@,@,@-r � "T; -- � �
<br />- 1 /4 0 ,/,. SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL P0114T SCREW. BOLT & SPECIALTY CO. 1 2, STORM PANEL INSTAUATION SKILL COMPLY WOO SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS FOUNDED Fff � L --- , -, 4, 1 / ; 4 --- a i --- L�- w ---,4 J ;W11J;io --- 1,411 �� I -
<br />DA., r 3000 P-L) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APFUED T11 END UP W1 HEWED EDGE. -.-----1 - __j � t
<br />PAMELMATE FEMALE JO & PANELMAM PLUS ANCHORE, AS MANUFACTURED BY MCO CONSTRUCTION PRODUCTS r, � - '� i , --1 C�
<br />I - (�) "U* HEAM ANGLE (R ANGLEwrrH sup @ AwAL wit H � I <1 - -?
<br />i �:- -- -
<br />- J14- 0 ...1m P'. Q `ORWA (N.T'S) (�) REVERSE STUD G)-(1).i@-@- -3: Aim. 1/4, 2/4, 3/4, 4/4. 5/5, 7/5, � -1 ,-,� �: - > I �
<br />DAHL I. PARED BY THIS ENGINEER IS GENSW AND DOES Nat PROVIDE Off TION --' L.;, -�
<br />' 13, (a) THIS PRODUCT EVALUATION QOCUMIENT (P�E.M) PRE I: VAX - --,
<br />- 1/4 . 0 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (f'3600 p..1) FOR A SITE SPECIFIC PROLIECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E-O. - S, I MIN. 1-`�
<br />L - I-" - -t -
<br />---. -----I YAM IW/10� 2W/10. SW110, 411i 6/5"i � 0 - r3
<br />f = Dr. . : I -- --- -
<br />,
<br />(0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND MT&LATMU INCLUDING LIFE SAFM OF THIS PRODUCT e4) i 71� �- %1/ , `
<br />A. 1) MINIMUM IMMOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SKILL BE 1 3/4'; 2* FOR PARSAWE FEMALE BASED ON THIS P.E.M PROVIDED HE/SHE DOES NOT DMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. _ = _ " 1/14 & 2/14 " .374 , " .098- - � SW/10, 6W/11 & 7W/11 i �
<br />, - � I ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHoETS 8 & 0-- � I
<br />- W- - TO* � I - C �-
<br />0 AM PANEMALTE PLUS AND 1 1/4- FOR OF TAP-GMP ANCHORS, CONSTRUCTION SAFETY AT STE IS THE CONTRAC)DIR'S ]RESPONSIBILITY. I-,- M. _ ` ' I
<br />� ra EDDE .1 .1w, -.?W �
<br />I I I I A25 304 BERMS �--- .-
<br />A.2) CALX - M THE POURIED COWTHEM DANENT INTO, (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSADMIED INVAUD IF JAODIFMD� T . I -:D� L-.-- I-- ,,'--s L"T F- - I r= TO FOR WOOD SEE SECTORS ON SHEETS 10 & 11
<br />-IN & $DUD -$FT ANCHORS SHALL BE EMBEDDED 7/9 No EMBE .�.J ,37r _ � _ .270'.55r
<br />STUCCO SHALL BE PERMITTIED, 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD snATXXT EXIST, 1.467'1 _Z__l � . � F --v--j I at� - ,-
<br />MET I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAT BE HEADED SCREWS OR ALL THIMAM SCREWS W/O HEAD. (d) STM SPECIFIC PROOOCTS SHALL BE PREPARED Of A FLORIDA RECESTERED ENGINEER OR ARCHITECT WWCH WILL BECOME TW I I $� -- I I. �-- � �
<br />I !�i I 1 I 1.57 It-', A- -0
<br />, lt,062 R SIC = 12
<br />13W 1 I',. 3 - e-
<br />BUT WITH WING WTS� EN004EER Of RECORD�LOR&FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE i_-- I I 14r ZOT1
<br />-E I I � . I '!�
<br />PE-D. ENGINEER, SHALL SLemri To IN$$ LArMR ME WE SPECIFIC DRAWINGS FOR RrYTEW. 1 -W,=.� ----I .0 I - I I . 0 di
<br />PROPER USE OF THE .M GINEM OF RECORD, ACTINO AS A DELEGATO ENIGINCER TO THE � 1- .CS3- �
<br />---- i . I ,aw -
<br />A,3) IN C0iSE THAT PRECAST STONE- PRECAST CONCRETE P"].S� PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE .957" � __i i I.., I— 7 ANELS M A R ELEVATIQN ; - - n- 41�
<br />�
<br />� ,
<br />EXISTING WALL OR F1,00k ANCHORS SKILL BE LONG ENOUGH TO REACH THE MOAN STRUCTURE BEHIND SUCH i EVERY PANEL OVERLAP I - - L N.T.S.
<br />PANELS. ANCHORAGE SHAU. BE AS MENTIONED IN A!) AND IN A,2). (e) THIS P.E.O. SHALL MR THE DATE AND ORIGINAL SEAL NO SIOMTURE OF THE PROFESSIONAL I `000, - -im-)
<br />ENGINEER OF RECORD THAT PREPARED IT. .62VO
<br />it JOC' WALL ASIN C-SOL 14- SHUTTER MANUFACTURER'S TABU SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 7.0 q PO* (�) -, I -E: TRACK ANIQU 2.6r 1/4- Max, CAP
<br />' n -M -RE' ORS AS MANUFACT RED BY 1. T� W SUILDEX, INC. (9 3X "E! TE&K (2) EWUAUD
<br />'a) !Q 1 /Wi* OWTAPCOrN 0"IFO (�)
<br />- 1/4" , 7/1` CAIX-94 ANCHORS, AS U PANEL SHUTTER IN ACCORDANCE WITH SECTION 1700.2.3 OF FLORIDA BUILDING DOM. ONE LABEL i -I r--063:
<br />M4 Wn SMID (UK MeRIf -1 It
<br />MANUFACTuRED By DIENALT INC. (MIN. I'-1500 PAI) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WON SECTION 17099.2 OF THE I ,101111"14% ou: WULY)
<br />. I
<br />T A Ott - - __A I I I
<br />- /4*0 X -3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO FLORIDA BUILDING COM t .A= - -`T`1110 e
<br />(MIN f-1800 P..�,) I . - ,- -1 41i h� !1911-11S
<br />- G SKILL ONLY BE USED TO '0, ,�'
<br />114-10 PANELMATE FEMALE 10 AND PAKEILMATE PLUS ,WCHIORS, AS MANUFACTURED BY E= CONSTRUCTION W.� 1S* LOW - - --, I; � , . ...... ?.<� 4
<br />"lolt 1#10 ATE OF FLOARY, i . _'. ir,� . ....'T ; W',�
<br />PROC, UCTS DA11W V-2071 p...I.) k. 01%,", 1 � I -- I 1. � /"e`\ / 7-
<br />/rD iii. , I At � , --N \--/
<br />-Aa'tIR T,FQ��,, ! YVC11 �, - � ,VJU A \ /
<br />- I DROP ANC140ful, AS MANUFAlICTURED BY TRU-FAST CORPORATION , * 1 ,3 � -0 A75*0 � I \ 1/4� \-r/ 1 --/ 0! # X.
<br />:_J " ,
<br />0 - TAP- - , I". I ` - f*11", *1
<br />. � ; � MAX. CAP AN
<br />NIMUM EMBEDMENT OF TAPCON AWHORS� ELDO PANELMATES AND OF TAP-CMP ANCHOR INTO .., - .- , -- fletofy N . - ---r . .. ......
<br />I
<br />- .
<br />BLOCK UNIT SKALL BE I 1/4", F "" , - % f 1� � I - t-.-Zi � .... i� . E (High velacifty HU eanle Zerill)
<br />- - :�, r" FLORIDA BUILDING CODE (Ul h : �
<br />w;r : I I * -6�
<br />9.1) Ali THE COI)A .' 11 .375i i ... No. 44167 % *1 FLORIDA SUILDIING CODE fth Villocify Hurricane Zone) I �1 ., i� .-.,-r FLORIDA BUILDING COD
<br />Z' .., ma. . , Pi"NO' .L`= - 20 GAGE GALVANIZED SITEL STORM PANEL 11 I .r- � .
<br />No. 16 I I DRINK BY i .M. � NICKEL La, BOTTOM -% -,. - .* - ,:20:10 TAMXL M FP
<br />- OF PANEL S -$.. STATE Of .1 * erxam:, Timm ma 20 GAGE GALVANaD STEEL STORM PANEL FP Q- : .1 "- 20 WE GAILVAKED STEEL STORM PANEL ORMAN Ili
<br />8.2) CALX-IN & SOUD-SET ANCHORS SHALL BE EMBEDDIED 7/11' INTO THE CONCRETE R= UNIT. NO 1 7 '. = 1 7-.-i- -�l - WING Nut * , , . DRAWN 44167 1
<br />INIATUM "DAW� . I - - - t . .1 ,,- 0,% ,It o .. - - -
<br />SHALL BE 1 1/2" LONG - GLOBAL PROTECT11ON PRODUCTS, U.C. On '� -2,ew 1 KEY HOLE '. 7e - - - I 11111 - -
<br />EXIST. AND I' MINIMUM FOR WALLS WTH NO SMCCO� -- 40 ., * 0701,4/2020
<br />1 , SECTION .
<br />- DIME F1. =I. '%11104 I -- GLOBAL MTECTION PRODUCTS, U.C. 'WE. N.Y.S, 11LIEC0.1,11C. GLOBAL PROTECTIO
<br />i -% '� �� � S... 51 Snell` KNi'I. AI PAN to ILIECO, ATE N PRODUCTS, LLC. am
<br />I s OF —a- �----� / 11LIECO....
<br />.. ! - . - -
<br />.. t IN Me. MAX) &N. 51 SHEET � �Wl 51 $11437
<br />. . - M;. .t -- - I, - FHOND (W)SM-75W FAX- (W)Mli I , I
<br />'.. R 01�---20, � -- A Al --,Mo-., 20-176 V " WOONATMv, USE WIND MR W/W ,:, ORt . DWIE. FL =,.
<br />.0 �� , - � N,,,. QL-7-7g' .%eraee, PNONO� TMI " ITT 20-176 .... 20-176
<br />1 , - CA-00M a -.I ii I - I ALUMMUM-AN= . MWAXPRIC WSHER W/ ADDITIONAL , . _= :71,� FAIL (i64)M-V , &' -, ----- PHONIL (W)M-764% PIC M4)MWK?0?
<br />WALM A, 1IUAT 4,',. P.E� � - =V5`fFa=., � CRAMANC NP,.
<br />6, , , 1. . . I - I - I "1811t.T&C11*A= C.-ODWHO ! MUMOK N .2111)NA,00115M /libilAnn �1! SM. Mm"i — 4ft
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<br />TOP & BOTTOM MOUNTMS CAN BE
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<br />(Sa SCHEIRZES ON SHEETS 8 THROUGH 9) I � . - I
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<br />SECTIONS 11H � -
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