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<br />2.2. TIES REPORTS:
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<br />Large missile impact and fatigue load tests were performed under Protocols TAS
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<br />VA�TFR A. -nLLrr. m, F.F.
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<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />n C I 11--N, wft7l�
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports# 96-569 dated 08/0911996, #963-570 dated 09118/1996,
<br />PRODUCT EVALUATION REPO
<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 0411611998 and
<br /># 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaospada,
<br />REPORT NO.: 20-0728.01
<br />P.E. and Henry Hattem, P.E.
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009,
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />ZJATRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<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 />MANUFACTURER: Global Protection Products LLC.
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc,,
<br />4800 S.W. 61 Street
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />Davie, Florida33314
<br />1 . PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. TlIllit Jr., P.E. (System
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<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 />4.WND LOADS RESISTANCEo
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustaIr wind
<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, 15,
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />been verified for compliance In accordance with the 2020 Seventh EdItIon of the
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9. 10, I 1,
<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 />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />S. INSTALLATION:
<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 />2. EVIDENCE SUBMITTED;
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />2.1. PRODUCT EVALUATION DOCUMENT_(P.EMA�
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<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 />(P.E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />T111it, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part 7� )is
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<br />6. MATERIAL CHARACTERISTI S 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. 20-175.
<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 />an sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru I 6. indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176
<br />prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product rnay be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shal I 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. (Florda License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-00DE1719),
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<br />GALVANIZED STEEL STORM PANEL\ ORWG42O-176kREP0RT#2D-O72&O1
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<br />TILLIT TESTING G ENGINEERING COMPANY
<br />WALTER A. TILLIT, JR., III- fi1teoo@Fio1.cO,aD
<br />PRODUCT EVALUATION REP RI P.r Lkam,a No 44167
<br />I L�.A, U No. )4%719,
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME,
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Glolml Protecition Products. LLC
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION'
<br />This is a Product Evaluation Report Issued by Walliter A. THIlk Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />611320-3, Method 10 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 />Flodda 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 61.111511111ITTEM
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.)
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteTWM'?,6,Q,,IS
<br />Evaluation Report. ,I,"`�� ...:.,. 1/,�"I"'.
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<br />PRODUCLEVAILEALMERKPORTNO- 20-0727,02 2
<br />2-7- TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-09 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 American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William
<br />R. Mohner, P.E., Boriz Moroz, RE, and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespads, P.E. and Henry Hattem, P.E. 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 Julto E.
<br />Gonzalez, P.E.
<br />Tensile test report No. GCM-198 by CC 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-1 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jacicifano, P.E. as per ASTM E-0.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS.,
<br />On 24 Go" 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 12/1 8/10 and 08/27/13 (for this revision), signed and sealed by Waiter
<br />A. TIllit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1609.1.2 of the Florda Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. VVIND 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.), dravAng 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 abutter 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 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 I 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL- HARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I 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 I 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 I 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. T111111, 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. Tfift, Jr.. P,E. (Florida License
<br />No. 441167), President of Tifteco, Inc. (Florida CA-0006719).
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<br />GENERAL NOTES: GULAR & LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, -
<br />a 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE POUND ON THE (SCALE 1/2-i-)
<br />��- Pon WD Geeff Qum zeino zRim BMA) EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTU�_ BEHIND SUCH PANELS. IW/10, 2W/10, 3W/10, 4W/10,
<br />I STORM PANEL SHOWN , PRODUCT EVALUATION DOCUMENT (P ED ) HAS BEEN VERMED FOR COMPLIANCE IN iC� ANCHORAGE SMALL BE AS MENTIONED IN 0. 1) AND IN B 2) - 15 1"' (TOTAL WIDTH) - - - - I - - 15,196- (TOTAL WIDTH) - *5W/10, 6W/11 & 7W/11 +6/5
<br />ACCORDANCE WITH THE 2020 7M EDITION) OF ME FLORIDA BUILIANG CODE rQ_UI51M FFQQD LiejtL SPECIFIC GRAVITY, r - 0.55 � �: - . __ ___ I -
<br />- ;/ - 3' MAX _ [ RETE SEE SCHEDULE ON 94EEIS 5 & 9 3, VAX
<br />DES WIND LOADS SMALL BE DETERMINED AS PER SECTION I 6" OF IKE ABOVE MENTIONED CODE. III*# TAPCON ANCHORS. AS MANUFACTURED BY 1.1 W BUILDEX.. INC -_ _ I _ _ ANCHORS FOR CONIC
<br />FOR"A WIND SPEED AS REOUIRED BY THE jURISCACTION WERE THESE SHUTTERS WILL BE INSTALLED AND - 4-10 PANIELMATE FEMALE 10 AND PAINELMATE PLUSS ANCHORS AS MANUfACFURED By ELCO CONSTRULTION PRODUCTS I - - 6 1/4- - ______ �_ -_ 6�250- --- ----- - I' ". FOR WOOD SEE SECTIONS ON SHEETS 10 III 11 -_ --- - - I* MR. -
<br />FOR A DRECTIONAUTYPACTOR Kd-O.8b.USING ASCE 7-16 AP40 SHALL NOT EXCEED THE MAXIMUM (&SD) 1/4-it LAG SCREWS PER NO.S. : , - I.3iSO" - , [-1.350'- - ,.3p. - , 1.500' �.500' .
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15, 16, 19 A 20 - 7/10'6 . 5/8" WOOD HUSHING. AS DISTRIBUTED BY ALL POINT SCREW. SOLT At SPECIALTY CO. I 11 I I 'Wrx I � ; I I ,- 1.350* - - , 0.0m, ittim, THICK -1.350-/lI, � 1 6 1 0 1 0 6
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<br />- T_ ,.- f , �1. I . GALVANIZED STEEL ,� i D.M..(1)1l�.(D+&r ___ - , � , ,
<br />IN ORDER TO VERIFY THE AREAS CON(XTION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 76 C 1; MINIMIUM THREADED PEWRATION IWO WOOD OF TAPCON ANCHORS SMALL BE 1 1/2- AND 2- FOR ELCO PANDUAtTE PLUS " - ': , I----,+T --- I- --- - - ! , , , . I I . I I I
<br />SHALL BE FIRST REDUCED TO AS D DESIGN WIND LOADS BY MULTIPLYING. THEM By 0 6 IN ORDER TO AND PANEUMUE FEMALE ID 0,036' m 74" 1 * GRADE 50 A-- I . �O_ I I .
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<br />C 7) UNNUM THREADED PENIETRATION Or LAG SCREW. IWO THE WOOD FRAME LIMIT SHALL BE 1 112- NO THREADED OW . 2lie'e / HIMMED TYP ASM A 6W __7 1 1 1 1 I
<br />COMPARE THESE W/ MAX (A,SO) DESIGN PRESSURE RATINGS INDICATED ON SMEETS 7 THRU 12. 14. 15. 16. �9 & 20 i/� / I L F (9 2,657' GALVANIZED STEEL EDGE - I / C-M IMLV EDGE - / - @ i i � I � , , i -
<br />IN ORDER TO VERIFY THAT AN,C,iM ON THIS P ED AS IMIL WERE NOT OVER STRESSED, A 332 INCREASE AM ALLOWABLE PENEM"ON INTO STUCCO SHALI BE CONSIDERED AS PART 01� THE REQUIRED THREADED PENEFRAYON I __ GIRADE W � KTAA A-, I � 11 HTF i � i i I 1 I . (II
<br />STRM FOR WIND LOADS WAS ea USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED A I EDGE EDGE � : I I I � I I I
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<br />ACCORDANCE WITH N.D.S. 2018. C 3) MINDAUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SMALL BE AS INDICATED IN 11145 DRAWING I]IIE. A .. 48.4ir _611- I 48.11' i I I i r ;
<br />ST PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE 'AS BEEN VERIFIED) IN ACCORDANCE OTIM SECTION 1626 OF � - I_ - -1 ---- I - - - - - - - - -1 - - - - - - - . I - - - - - - - - - I I ----I i � I , i : i I �
<br />2. " " ' qi_�- (�) I I I
<br />T_ 1 *24" " HEMMED TYP. I .U. �T , I I
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<br />IND ENGINEERING III TESTING INC, REPORTS 96-56S. 96-570 & 96-T30 AND C 4) MINIMUM PENETRATION OF WOOD BUSHING SNAI� BE 5/8- 1/4- 0-20 SCREWS USED SMALL BE I i/2- LONG MINIMUM - ,.3k, � I I I � � q I ED
<br />� -
<br />SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS III NO STUCCO . "t" I I � 1 1 1 1 , ,
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<br />BOVE Al NTIONED CODE AS PER HURRICANE I I i - - 11
<br />ERA __ - -6.2W---- - - -___ I - - : ___L : , . I I I � I -1-1 � I 9
<br />FENESTRATION TEMWG LAS INC.. REPORTS J12032 & #2126 , AS,PROTOCOLS TAS- 201. TAS-202 AND TAS-203 - I - - - I " -, - , ,� --- ; - T ,I ., Ir I I I I 11 S
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT J02 9 .01-09, AS PER TAS 201. TAS 202 AND C 5) 04 CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 BOARDS BE FOUND ON THE EXISTING (1) STORM PANE (9k END STORM PANEL ___ � � 1 ; I 7 . "
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<br />.
<br />TAS 203 STANDARDS. WALL ANCHORS SMALL HE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS I- 2,187' - - ,R�v - i - I - + 1 I I C_J
<br />2 ALL ALUMINILIM EXTRUSIONS TO BE W63-16 ALLOY AND TEMPER (UNLESS OTHER"SE NOTED) SEE SHEET 2 ANCHORAGE SMALL BE AS MENTIONED IN C 1). C 2) A, C 4) 1 3K` ! � 4, 1 1 . 4=
<br />1
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. .1-11 - I I ______ ------- - --- 7 2 187' 1 ! � I � I 1 ! _44i, 1 " 0
<br />(0) ANCHORS SMALL BE INSTALLED FOULCANING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 1.250 . I i � -r-
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<br />>- - � f , I - - - - - - - - - - - - i V
<br />4 PAME1 �S END UP .1 25' %4 '-20S ' i I I I i �� - i BOLTED PANELS W/ 1/40-20.1'.
<br />ALL STEEL SHEET METAL PAWLS SMALL HAVE STRUCTURAL OUAUrY STEEL ASTIM A-633 GRADL 50 MINIMUM. G-60 - - - �4 i I .-
<br />9 PANELS MAY ALSO BE INSTALLED HOIRAZOWALLY FOLLOVANG INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEM 4 1 �250' .4124,J .750* - 4 SERIE. II-20. ,L21: i � . 1 S.S. ALS
<br />CALVIINIZED STEEL DESIGNATION W/TY- 58.5 itA, (AFTER ROLLED), THROUGH 6) EXCEPT THAT HEADERS (Z 6 Q SMALL NOT BE USED W/ whimery Oar. I I I - .Too* it a I I- It � I .j.125* SS STUD SERIFS 350- UNBOLTED ,OWSELS ; 1 � I 1 I I � . SOLT W/ 7/8* . 3/32 :_ r- 0
<br />AWAIED SS, STUD PAN AS ! I i i . (y)
<br />.., 4 ---I ""o"' (SEE SECT I q I I ; It
<br />, I .M. I � I ;
<br />5 9 I SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEIRIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE � - " 10 ANGLE I I ! � 1 1 : W[NGNUTS 0 EA. OVIEFOUNP Wl_ () N
<br />I I . I , :
<br />ALL SCREWS TO HE ST04NLESS STEEL 304 OR 315 AlSi SER93 OR CORROSAD, RESISTANT COATED CARBON STEEL AS PER ,-�� I I, 7/rVec_ :Z 1/7* .0. ,a
<br />0013A OUILDHIS CODE -- 11 to.08, too i - i APPLICABLE)
<br />DIN 50CIS W/ 50 � YIELD STRENGTH AND 90 k*. TENSILE STRENGTH & SHALL COMPLY W/ F1 ATTACHED TO INSURE PROPER ANCHORAGE NIS SHUT" $10" ONLY 13E ATTACHED TO CONICIRM BLOCK OR I I � . ..093' I . I ; , I I ; ; ASEE SECTIONS AS APPLICABLE) i M ><
<br />SECT*N 2.11,21 314 WOOD FRAME I -1. - ' 500 - 1.500 . ; - I i I � � I I L =
<br />BUILDINGS- 3 .093' � - . . - _� A - i - - :; - 1 i 1 1 ! 1-1
<br />I - 2.125' 2, ". SEE - I ! 'I ! i I . - - - , -
<br />-307 GALVANIZED STEEL. OR ASI 304 SERIF MUM I , . I � I I - I -1 - T , - I-- ' T - _. =) C LL a.
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<br />7 AMC"ORS TO WALL SHALL BE AS FOLLOWS TOMMY TO SECURE PANELS WITH APPUCASUE REINFORCEMENT DORM PERIODS OF HURRICANE WARNING 11 is - — , , � � , 1 1 ; I I I 111 73 0 "
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<br />- -,- I I , i ED
<br />(A) I 11 THE INSTALLATION CONTRACICIR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT MTM I - � I I i i I 1
<br />6 BOLTS TO BE ASRA A LS SIMNLESS STEEL. WITH 36 - MIAN ELD -_1 , . I inu At. - 3&< S, MDA. - - 1.500, - .939' .930' a I - , I � I 3
<br />STRE140H 10 EACH REGULAR STORM PAWL WITH LENGTHS OVER V-8 THROUGH 12*-4*. AS PER SECTIONS 5. 8. 9 III 10 AND ALTERNATIVES 8W. I . ____ 2 125' 1093' _ At a 375, I DETAIL I �I w I I 125'L �� I
<br />9W A, IOW ON SHEETS S. 6 A 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR I HEMMED,- , , I . At a 37 ! (V,� .M. --I I I _' 125' I I I L,,.-� 1 i I I I ( : C\J Z
<br />- 1/4': ,TAPCON ANCHORS AS MANUFACTURED BY IT.111 BUILDEX� INC (M- C-3192 p...i I THE BUILDING TO PREVENT WKND/RAN INTRUSION ISOMETRIC YIEW DETAL A .W ! � I I t
<br />, CALX-IN ANCHORS. AS NANUFACIURED BY DEWALT INC / -_ -, - 2.ODO* - : I 1 � I i i (Z) 0
<br />12 STORM PANEL INSTALLATION SMALL COMPLY WIN SPECS INDICATED IN NIS DRAWING PLUS ANY BUILDING AND ZONIMG REGULATIONS ROUNDED CORNER 0 ENDS or PANEL'S It D.M. � , , -1 i � , C'i �-�
<br />- I / 7/8 (UP, f'3DD0 p.,,) : , - i 411� 1 .� i
<br />(�� , 3 -C-SET ANICAORS . 1Z .@,@.(�)- - . � i 0 - -_ 0 -_ - i (3
<br />- I/"- Fc./4' SOL AS (ASTRIBU'rED By ALL POINT SCREW. BOLT & SPECIALTY CO PROVIDE) By THE JURISDICTION WHERE PERMIT IS APPLIED TO - _� - -_ , -4i 1-;�___ to --- -- - �t F oii,: I I C_
<br />3000 p,..,.) END UP W1 HEMMED EDGE. h" HEADER (� 'U" HEADER (�) ANGLE 4 ANGLE WITH STUD (�o ANGLE WITH - A --- iii - W
<br />- J114-10 PAMEUIMTE FEMALE 0 & PANFIMATT PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT (RE 0.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE AWCARN,AFCN (N.T S) (�) " (�)_ (�) - (�)+ @ - t, � 3' MAX a)
<br />(� C-3350 P.,i) FOR A SITE SPECIFIC PROJECT. - *HERE THE SITE CONOMONIS DEVIATE FROM THE RED REVERSE STUD - I. - 1/4. 2/4, 3/4, 4/4, 5/5. 7/5, _ _ - S__
<br />- 1/4-0 C, TAP-GRIII ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (C-36M p A. I I - ----I WAFNES MIN. 1, New .+- - (=
<br />(b) CONTRACTOR TO BE RESPONSIBLE F THE SELECTION. PURCHASE AND INSTALLATION INCLUDING it" SAFETY OF THIS PRODUCT I SEE DE1 ______ - ---- 1W/10. 2W/10. 3W/10. 4W/10, 4,�
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<br />A 1) NOMMUM EMSEDMEN OF TAPICON ANCHORS INTO POURED CONCRETE SHIALL. BE 1 3/4-, 2- FOP PAWLMATE FEMAit BASED ON INS PED PROVIDED MEORHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT - = - f- -A I/IA & 2/14 0.3.* TYP TOP EDGE �374* 374' �SW/110. Vil & 7W/I 1 6/5 . Ln _c_- C:
<br />4) AND PAWMALTE PLUS AND 1 1/4- FOR CF TAP--GMP ANCHORS COWTRUCTIOM SAFETY AT SITE IS THE CONTRACTOR'S RESPONSORay T - - Do'* - .Deal - 750' - 0 I - <
<br />I � - , OF PANEL '. _: - I ""'t .:, - , .310' 25 1/.,.-20. 304 ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS le & 9 V) . -
<br />I I - --- J I -S saruo Rlx�m -_ --- - F041 WOOD SEE SECTIONS ON SHEETS 10 A, 11 - - -
<br />STU 0 HALL HE PRIAMED 1/4" 0-20 SCREWS USED SMALL ENE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. 407 375 T3 - _S 3: M
<br />A.2) CALX-IN & SOLIO-SET ANCHORS SMALL HE EMBEDDED 7/8- 94TO THE POURED CONCRETE NO EMBEDMENT INTO (�) THIS PRODUCT EVALUATION DOCUMENT WILL HE CONSIDERED INVAI IF MODIFIED. - ' I T114-1 W. I ill&�� 12 1/2- O'C' < 6-
<br />. I- - 1 7 _; "."' -� � - I I
<br />ND CC MIS VIM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFX PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE L 'IDISY .,- I' I 6'I - I ' I I -)
<br />OJT I" ENGINICE Or RECORD (E OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE 1 .390' 1 � 1.67 ' -1
<br />WITH WING NUTS� t - D I .063' -I,- R L. 1.500 - (D -0
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. MCCO OR AVOID BOARDS BE FOUND ON, THE PEO FNQWER. SHALL SUBMIT TO THIS LATTER THE SrTE SPECIFIC DRAWINGS FOR REVIEW LOCATION AT '. 3: > 0 W
<br />PROPER OUSE OF IMF PT 0. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE � 4U'. HOLE FOR - - - --I . .,I . ",I,,. 1 015' 7!5O' LS J)& Ili) ELEVATION (1) >
<br />_
<br />-
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH eVEAY PAWL OINKLAP 957* . I I I �., I Gm* I - -_ � I I I ' . c n
<br />I - 0115, N.T.S,
<br />PANELS ANCHORAGE (A) THIS P F 0 SMALL SLAR THE DATE A40 ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL 1 .054, � - D
<br />ENGINEER Of RECORD THAT PREPARED II - > . � TI)
<br />SMALL BE AS MEWIONAEO IN A 1) AND IN A 2) 7.000' (�) KEY HOLIE WASHER 125ro - 2,000' - - - (TYP1 �: r ) - = >-,
<br />(8) !0,"Ir��ff - B; Xi, WALL A5rNS_-_N, 14 SHUTTER MANUFACTURER'S LABEL SMALL HE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4' kft,. GAP - ,
<br />/4 . UHM AS MANUFACTURED BY L T. W BLKLOEX� INC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL - :.063' (�) 'F* TRACK ANGLE (R 3/8" "r TRACK M FLAT RATE 2.1117' > i I cl__ -0
<br />--"/A- 0 It 7/8' CAUK-IN ANCHORS. AS MANUFACTURED BY DEWALT INC (MAN, C-1600 p) SMALL HE PLACED FOR EVERY OPENNIG, LABEUNG TO COMPLY WITH! SECTION 17091 2 OF ,HE D.03ma- (W�..) 094, 414, WIT)i STUD (� OVERLAR -1 WHOLE WALLM -� - .. - I - �_ C
<br />/.,. � 3/4� SOUO-5Et ANCHORS, AS DISTRISUTEID By ALL PONT SCREW. BOLT & SPECALFT CO FLORIDA BUILDING CODE GALVANIZED STEEL. ��44"± Xt.1"Iff"Id,
<br />I - - - I ". .—A -
<br />(MIN, C I BUD P .) _DPAINING SMALL ONLY HE USED 10 I - is' LOW, � I;!�*k lit TIQ7,N, — �6 ,'�, 5 0
<br />-
<br />- 114- 0 PANELMATE FEMALL ID AND PANELMATT PLUS ANCHORS. AS MANUFACTURED By ELCO CONISTRIUCIION "lite, N PER%AffS IN THE STATE OF FLORIDA - I , 1�1 I - ... * ... ,��77""� 7-1� /""\ /-\ \ /_\ A �
<br />"'IIIIIII, "et, Em 063 ENS,&' ,../IN, c: L) .=
<br />IPRODU IS (ARM V-2071 P.A.,) - I "� . '061 . -
<br />/4* OCCF TAP -CAP ANCHORS. AS MANUFACrURFD BY TRU-FAST CORPORATION " , .- __ 'I$' .. \ -
<br />_ ,0 - T14ZIYN 1 38"s .875'0 1/4' " \-r/ , __/ \--r/ \-/ \--/ I -e 3
<br />#',VR1 "', $ , ,--,-8" 4�, --�c '*. .. .....,
<br />I Z MAK. CAP N. - " _0
<br />-goo ........ �- , I , , - -_ , 0 UJ
<br />8 1) MRN1MVM EMBEDWEN OF TAPCON ANCHORS. ELCO PANELMATES AND rF TAP-GFVP ANCHOR. I , �� ----- \�C& FLORIDA BUILDING CODE (High Vee;ocity Hur Icons �, ��j *0 = . :*1 ..... -
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<br />WO THE COIP ` , '_ No. 44167 1
<br />' - . ..... A- *- ./_�, Zone) , 375' . . __(� ..... -7 :_
<br />. - "I'!" - Z . .
<br />BLOCK UNIT SMALL . , � I = *: 1111, : - FLORIDA BUILDING CODE (High Velocity . -
<br />BE I I/-- 4? .., .. 1 - N.TDOP. - 20 GAGE GALVANIZED STEEL STORM PANEL 11 � I, - - I I ". Form. . Hur cons Zone), (� .. FN -.. FLORIDA BUILDING CODE (High Velocity Hu conet zone), - L ,I--
<br />' &__., ' -IM
<br />167 ' PANIN in" 1i - IZTA OF : .
<br />.. S I - .063,- Tee A�TICC MICKIEL 03GE OF PAWL E'al,l 20 GAGE GALVANIZED STEEL STORM PANEL FP IN, __ : N 44167 , I ol"I'D 'I'm INC. 20 GAGE GALVIURZED STEEL STORM PANEL 11
<br />INTO STUCC SHLAU. BE PERMITTED, ?/A- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINH r : . O%WAN Il,
<br />O� GLOBAL MTEC KEY HOLE I 0"' III, :* -
<br />EXIST. I MINIMUM FOR WALLS W74 NO STUCCO *� I 1%l4%* ', ..... - - --- -, . I- -_
<br />S I`% STA OF - J S, - GLOBAL PROTECTION PRODUCTS, I.A.C. ' SECTION A - ME III, ". - _ /211111-
<br />AND - �__ _- - 110 - - 11 - - AT PANE 151, O_- � 0 RATE - GLOBAL PROTECTION PRODUCTS, I.I.C. "DATE
<br />". -.. 0 T1 OP, - A.A. I DA'AL, , - , , , , . Q10D ". 51 STFW N TS. St �p ATE b%- ... . T
<br />0�_.' -"6 44111V `�' "'N"' ""O" "" / 1JE—CO..r.
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<br />Mum SHOULMO / TION MDUCM. U.C. "" I R �.-
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<br />N.L olttg - ___IAP -1 20-176 -,,,'o 'i3*: -, AWMA-M, 20-176
<br />k< _- ! . - I -�- , A ---- -I- - 'e,H ,iNM)._.m 2. (1) 2"X7"X I /4' / TILUT � TiLUT TESTING a cmaommion CO.~ MRAD &*� 51 STREET
<br />, ... At� n.! �N M . DANAN, � ALTERNIATIVIDLY. LOSE WRING NUT W/OUT //' -----I- _& �m CIAN"A'AY . 0. DAVIE. n_ 1"11
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<br />i IDING, , - I - - 1 7/8-ft3/32- WASHER (STAKILESS " DRAWING W _�� ORt ORRINAND, .:
<br />. �1, .�,IjE . MONOLITHIC WASHER IX/ ADDITIONAL
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