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<br />TILLIT TESTING 9 ENGINEERING COMPANY
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
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<br />YL �Llt,C,Wxl 44147
<br />Ft CA L�L_ T4, OM6719
<br />PRODUCT CATEGORY:
<br />Shuttem
<br />PRODUCT SUB -CATEGORY-
<br />Storm Panels
<br />PRODUCTNAME:
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER, G 10ba I P Mtectil 0nP1*_dmgft "
<br />4800 S.W. 51 Street
<br />Davie, Floricla33314
<br />1. PU13POSE OF EVALUATTI N:
<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 />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional RegulaUon.
<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 SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT .E.D.)m
<br />Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thrill 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07i28/2020. This drawing Is an integral part IS
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<br />Evaluation Report, �,%%k!,,�O h ,r,�
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<br />22-1W 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 # 96-569 dated 08109/1996, #9113-570 dated 091181199,6,
<br />#96-T80 dated 00/20/1996. all three signed and sealed by Hector M, Medina,
<br />P_E_ Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/0611 998 witnesseld by Gilbert Diamond, P.E. and Report No.
<br />021 9.01 -09, dated March 4, 2009, signed and sealed by Edmundo, Largeaspada,
<br />P.E. and Henry Hattern, 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 />ZI.STRUCTURAL ENG TKMB,-
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1610 of the Florida Building Code. Calculations prepared byTilteco, )M,
<br />dated 11/03108 and 03/12/15, 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..-WIND LOADSR��S�N E-
<br />20 Gage Galvanized Steef 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 Document (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 tP.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 thrul 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, 26 and 26 of 26, of Product Evaluation Document
<br />(P. E.D,), drawing No. 20-176.
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<br />6. MATERIAL CHARACTIERISTIC-3 AND,SPECIFICATIOW-
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<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 DoCvment (P.E,D,). drawing No. 20-176.
<br />7.,.LIMITATIONS AND CONUITION6 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 # I thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E. 0.), drawing No. 20-176
<br />prepared by Tilteco, [no, and signed and sealed by Water A. Tillit, Jr, P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section IB20.2 of the Florida Building Code.
<br />7.3. Product she] 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. (Florida License
<br />No. 44167), President of Tilteco, ini (Florida CA-0006719).
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<br />Di� TILTECO ADMON RIECORDS I P. E. REPORT-20 Ii G08AL PROTECTION PRODUCTS, LLC � 20 CAGE
<br />GALVANIZE0 STEEL STORM PANEU DRM *2&17S�REPOFrr# 20-0728,01
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<br />TILLIT TESTING & ENGINEERING COM
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<br />WAUTF RA TILLIT, a, RE. tilIBOOA-ZOLCOM
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<br />PRODUCT EYALVALION REPORT C,FLP.T' T�i,No 4416'
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<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 202JO
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY.
<br />Storm Panels
<br />PRODUCT NAll
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Pr*WJlonRtQduc%,LLG
<br />4800 S.W. 51 Street
<br />Davie, Floirdla,33314
<br />1. PURPOSE OF EVALUATION:
<br />� .
<br />This iss Product Evaluation Reportissued byWaltorA. T11111, Jr., P.E.(System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61G20-3, Method 1D 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 20.20 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at Jeast equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in me of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />Z1 . PRO -DUCT EVALUATION DOCUMENT (P.E.0,L
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANIEL",
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<br />sheets 1 thru 18 of 18 prepared by 111teco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte
<br />Evaluation Report. ,�,R�,'K�lr '1�1 lazz"10"fol"s,
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<br />6355N.W.,36th Street, Suite305,Miarni, Florida 33166 -Pbone: (�05) 871-�146116441340
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<br />PRODU f EVALLAXION REWRT NOL 104,727.02 2
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<br />Large missile Impact load tests were performed under SSTO 12-99 standard as
<br />per section 1600.1.2 ofthe 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.GI-01 dated 03111[02 Witnessed by William
<br />R. Mehner, P.E., Boriz Morciz, P.E. and Henry Hattem, P.E. and Report No.
<br />021 9.01-09, dated February 25, 2009, signed and sealed 6y'Edrnundo
<br />LaTgaespada, P ' E� and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as pet section 1609.1 .2 ofthe Florida
<br />Building Code, Test Report prepared by American Testing Lab ofSouth Florida,
<br />Report No. 112191-il), dated November 23, 2010, signed and sealed by Jullo E.
<br />Gonzalez, P,E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009,
<br />,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QG Metallurgical Report No. I OKMA 318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jacictfano, P.E. as per ASTM E-8.
<br />1
<br />2.3. STRUCTURAL ENGINEERINQ 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 i604 of the Florida Building Code, Calculations prepared by Tifteco,
<br />Inc,, dated 12/1 5110 and OW7/13 (for this revision), signed and sealed by Walter
<br />A. T11111, Jr,, P.E.
<br />3. MIS61LE IMPACT RESISTA
<br />INM
<br />Large missife Impact under section itiog.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND!=QADfi RE61STANCE-
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheet0, 9, 10, I 1,
<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 51 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 veirriled for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard-
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thrul 8, 12 thru 18 of I 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, 16, 16 and 1 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />A. .MATERIA-L CHARACTERIS
<br />,TICS AND SPECIFICATIQN5;
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<br />Shall bestrictly in accordance with General Notes and Components indicated on
<br />sheet 1 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 I of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7_L1M1TAUQNS_AND_CONDlnONS 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 or Product Evaluation Document (P,E.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. TIM, Jr., P.E.
<br />7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 16202 of the Florida Building Code.
<br />7.3. Product shall only be Instalied into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. rillit, Jr., P,E, (Florida License
<br />No. 44167), President of TIfteco. Inc. (Florida CA-000671 9).
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<br />—COMEQNENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />GENERAL ! 8 3) IN CASE THAT PPECAST SIDNE, OR PRECAST CONCRETE PANELS, STU= OR WOW 60"NOIT RE FUND ON THE (SCALE 1/2- 1 -) 1/4. 2/4, 3/4, 4/4, 5/5, 7/5,
<br />(I" an Em" EXISTING WALL, ANCHORS SHALL BE LONG ENOU04 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS IVII/I 0 " 290/10, 5W/10i, ,II 6/5
<br />1 STORM PANEL SHOWN ON THM7PRODUCT EVALUATION OW,UMEWT OAVD) HAS BEEN VERIFIED FOR WkPLANCIII IN ANCHORAGE SHALL BE AS MENTIONED M 8,I) MO IN S.Z� - _---------__ - - - _15�19a' (TOM WIDI -----L--L, - - L- ---'- __L__L -- -- -- _-_ + =
<br />ACCORDANCE WITH THE 2020 J 1. EDITION) OF THE FlORIDA SUkUlid CODE, M 1Q_Q=K_1l=_1Mft%1 - SPWPIFIC_0160__�1�115_AIAIJI � -L ------ ----'-- - - - - ,-,- 12.SW (EirraTNE TPGTH�� _,_ -__ _.__L___- - ------,-. � � -'- _- -'--- ___'__ ' -'SL'W (TOTAL WMTH)'_ - - - -- --- --, SW/10, 6W/11 & 7W/11 " CD
<br />� 1= — .
<br />. i ANCHORS, FOR CC:RETTtE ZGE SKEM 9 & 9 r MAX
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION B20OF THE ABOVE MENTIONED CODE, - 1/4'9 TAPICON ANCHORS, AS MANVIOCTURE0 BY IT, W BUILDEX, INC � I— .- - L - 1 3: MAX I --- Fall W S ON SHEETS 10 & 11 _________�F, MIN.- " .:3 ��
<br />FOR A WIND SPEED AS REOUIRED By THE 4URfMkCTIQN WHERE THEM SHUTTERS MIT BE JNS7ALLED AND - 014-10 PANELMATt FIDIMAILE 10 AND FANELVATIE PLUS ANCHORS. AS MANUFACTURED BY EECD CONSTRiCnON PRODUCTS � -__ ,----,------. 6 1/4. - ----..___ � . L --&M -- --- ---- L _ . : 1, � MIN,- " �_ 0 =DULE ON .
<br />FOR A ONTIFETIONAUTY FACTOR Kd-0�55. USING ASCE 7-15 AMID SHALL NOT EXCEED THE MMIMUM (A.S U) - 1/4 -0 LAC SCREWS PE N DS. I ,-1-31p, - f--I.3,50*- - "3r-L ; ' 'SDO. L � _S,D. : a) 101
<br />I' � "L , , � I IL � 11 � I __�_
<br />DESIGN PWMITE FAPNQS INDICATED ON SHEETS, 7 MRV 12, IC T!L 16, A & 20. - 7/76'. � 515' *000 BUSHING, AS DISTRIBUTED BY AU POINT SCREIN, DOLT 0, SPECIA-1Y CC 11 L , I L ,-f�. � : ' --I 3SE O.Ow MA, THU , I Z60, - -�� " ,7 L i
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<br />IN ORDER TO VERIFY 14E ABONT CONDITION. UL71WVE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 @ - -,--r-- --T -r---,r---- 'T"7- 7r --- i-T 7 �i � � I I , , i " - V_ 4=
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<br />Cl� MINIMUM THRrADEO PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL BE 1 112- AND 2- FOR ELCO PANOMATE PLUS ,/,.A A) , I , 1 , I I
<br />SHALL BE FIRST REDUCED TO ASO DES14N WING LOADS BY MULTIPLYING THEM By 0 6 IN ORDER TO /, - BOW a" TN" - GRADE Do wmmu "10,1100 ,. - .1410 I I I I I . � , I � L L . 6 M C112
<br />a AMID PANELMALE FEMALE D , � ) z6k7- "W-1 I F i _4 2'LS5_Ll* IF ./ N EDGE - I , (a)+ r, I 1 1 f I - ; . I I I .
<br />COMPARE THESE W1 VAX , '. JA, MM I G-60 GkV I I � ! I I . I I
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<br />A I L" J ,1 , -71\1 1 (�)_(D @ - I . L = ca C-7 C-4
<br />(ASD) DESIGN PRESSURE PAT%-,S INDICATED ON SHEETS 7 THRU 17. 14t 15, 1 . Ig & 20 I [_ - \ CALVARTZ STEEL 7IS-11 2. � - w , I - D,Itll . ;
<br />PENETRATION INTO STUCCO S"_ OF CONSIVACD AS PAPT W� THE REQUIRED, T EADED 011 , . � HEMMED Tyr, GRADE 50 MOM" Wait �T , -1 I T - I �,� I �, � i ! I I I -
<br />IN ORDER _-O VERIFY -THAI ANCHORS ON THIS P C,D AS TESTED WERE NOT OVER STRESSED, A 4n INCREASE W "OWASLE C,Z) MINIMUM THREADED PENETRATION Or LAG SCREW, INTO THE WOW FRAME UNA SHAl.L BE ; 1/2�� me rHREA= ASTO A-M , t E - .YP, OaAIL �T I I I I , . . I I S owe -0 CC :Pe.
<br />STRESS FaR WIND LOAM WAS W�L USED IN 714ER ANALYSIS FASTENERS SPACINc TO WOOD HAS REEN DETERMINED IN - \ I I M 'ED \ I _� ,I 1 41 1 ! ! I I �Iegc _.; CE LA- O_
<br />ka ICTRATION !SW EDGE I i i I "I I i I L � 2:
<br />G-60 mv, I I, I ? i
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<br />ACCORDANCE WITH NIMS. 201S. '1� -fa-AIL A I I i I a; C4 =
<br />C 3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMQ L BE AS INDICATED IN THf-S DRAWING L A _% 48S � I I .�2 CC = I
<br />T�,E. EDGE L� \ I � , , I I i I
<br />RM - N ACCORDANCE WIT4 SECTION te;�6 OF _ _____ ____ I - -- ; Al I i In -0
<br />STO PANWS ADEOUACY FOR. IMPACT AND WIND RESSIAKE HAS GLEN VEW*D I 7" - - - - ___._ __ _ _ - L __ 1, I , , � . � ------- �', --e L7
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<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING 4 TESMW ING, REPORTS 90-56a, Va-SYC Al, 96-T30 AND CA) MRAMUM PENETRATION OF WOOD BUSHING SHALL BE SIN, 1/0 *-20 SCAM USED SHALL BE t 1/2' LONG MINIMUM - ,.3�v _$1541" - _�_, I l � I 1 I , I . r , I U)
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<br />FOWSITIAMN TESTING VS No., REPO" #2032 & #2126 . As PROTOCOLS TAr-2gl. TAS-202 AND TAS_2133r� SHOULD ISTUCCO COST, AND I' MINIMUM FOR WALLS WTIR NO $IUCAU. �._ __1_1 - __ - - --8.2w ______._____1_ Law- � C,,:: I -_ - �� - ' ' L' 6
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<br />AS WELL AS AMERICAN TEST LAB OF BLUTH FLORIDA REPORT 0021S.01-09. AS PER TAS ZOI. TAS 207 AMID C S) 04 CASE THAT PRECAST StIONIE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING G) 51QRR_eAN" (A END -STORM PAN '4� � 1 I 4� !
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<br />TAS 203 STANDARDS, F , I
<br />WAL4 AN04ORS SHALL BE LONG ENOUGH TO REACH THE MAIN STAGITTILRE BE4IND SUCH PANELS, I . , � � . , � ;_ - ! r I IN -
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<br />2 O" ALUMINUM EXTRUSIONS 1-0 BE 11063-16 ACLOY AND TEMPER, (UNLESS OTRE"SL NoTED) SEE SHEET 2 ANCHORAGE IOWULBE -,AS MENTIONED IN CA) C.2) & 1-4) I—- - --- 1- I 1 1 1=- c:
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<br />3 ALI- ALUMINUM SHE_-T METAL USED AT C, USURES SHALL HAVE 1-11,11, i ! - ,� I I ,W I ::-
<br />3105-HA4 ALLOY� (0) ANCHORS SH1,41 at INSTALLED FOLLOWING ALL OF THE REPOMMINDATIOTIS AND SPEZIFOAT)ONS OF THE ANCHOR'S MANUFACTURER . I Eiw. - 2,187' - I I 1 ,� ", I I I I 42 0 -5
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<br />A ALL STEEL SHEET METAL PANELS SHALL HAVE ',TRUGTUNAL QUAHrr SYTI ASUA A-653 GRADE 50 MINIMUM, GeU eAAEXS,§S,L?, ,--- ,1__` - , . F ---------- ___� . Hyo. 90. .125' 114�20, 1/4--20. I i I 1 - , I i - I I BOLTED PANELS W/ 1/0-2NI_ - - - � W M
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<br />GALVANIZEIT STEEL VES16NATION WM� "5 I., �AFTEFT RUULW)� 8 PANELS WAY AM BE INSTALLED HORTZUNTAULY FOLLOWING tISTALLATION DETAILS B446W ON SECTON � THROUGH :0 (SHEETS 4 , , 1-1 - � - ,.2SU ,M. - - -� 7W _iL2�E I I "I "I ! rr, -4 I
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<br />THROUGH 6) EXCEPT THAI HEADERS (2 6 0 � - Zi RACTIP I_ � � j �5 hLS. BOLT W/ 7/0* . 3/32-
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<br />SHALL NOT BE USED 11�1` 3 �_ — ! - I I I (SEE .SECTIONS As , -1 I I t I .2! 0 W
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<br />5 ALL SCREWS TO BE STAINUMS STEEL X4 OF -110 ASI SERIES OR COMMON RESISTANT GOATEE CARBON StCCL AS PER r� I I 12 1/2' Z I I i, i SEE SECTIONS AS APPLCABUE) i
<br />DIN 50018 W/ 50 lo� YELD STRENCT" AND 90 k� TENSILE STRENGTH & SHALL' COMPLY W/ FLOWDA BUILDING CODE 9 I Si� BE THE RE UTILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Or 'ME ' NITIUCTURE WHERE 94UM * TO BE '-- - R-02W : ' '� I'2 , f I ,. 1 4 i .
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<br />SEC�HC. 7.1"X3.. ATTACHED TO NSURES=POP AlICHORIlIGE THIS SHUTTR SHALL III BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME 4__,__ - ,,�, 493 ! : ; . i i � ; .
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<br />- 3�75- 01�_ , :�Q,v I S. 2,000. I- 1 1.5007 1 1 I ,_ .1 I I I �l � ,-I - �;-_
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<br />5 fIOLIS TO BE ASTM A-M? GALVANIZED SrEEI� ON AISI .304 SEWF1 SIAJNLM STEEL WITH .% 6,d WNIWU �r -,�, , " L . 2.12 � aill 9W L SIM - i " , I -_ - _ , --- - 111, _i , Ll I § .=
<br />STREW H 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 87-8 7WAUIGR 12'-4*, AS PER SECTIONS 6, 9. 9 & 10 AND ALTERNATIVES ETW, � - - , , . f
<br />I T - R a 375- � OEY I 1 ; I , " I � __ -'- - - 7_ __ I 1 1 CC 0
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<br />9W & ON ON SHEETS 5. 6 A 12 RESPECTIVELY: SHALL AWE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR ,�650 ----Z�— - � 5, i j!2§�E: i - L L 'i T I I I 1 I � 1 I ED i = S
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<br />TENANIT SOCURE PANELS WTTh APPLICABLE REINFORCEMENT CUTTING PERIODS OF HIURRICANE WARNING /,e , , � �= .-I [ I I � i ; . I [ i
<br />7 ANCHORS TO WALL SHALL BE AS l`CUO*S- / Nl"� - - - __I I - , II I.. L � I I I I , L I ; I � I � L,
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<br />(A) �0_090_V_IVAYP�t�WQWE is THE INSTALLARON CONTPACTON IS 10 SM,ICAULk ALL 94VMR COMPONENT EDGE, WH04 REMAIN 114 CONTINUOUS C'LNFACT I 0, -, "' - � 77 / j;,� -1 15� M-1 I— "I .11. _ --I.Wo' I t � I I I . � 1 ; I 1 1 1 ! 1 . i 0
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<br />I 0 TAPCON ANCHO AS MANU NCTUROD 3� ?.TW GUILDEX. WE (M- C-3192 "i) THE BUILDING TO PQTVCNT WINDI INTRUSION L. k IV, � -1 _:W�, 1 I
<br />__ 1 /4' A , 1/8" CALK-1,11"Al-CHOPS, AS MAHU'ACTURE'� By IEWALT INC (". I'F-.. P..,.) ISOMETRIC VIEW, DMIL A 'J/ T.--2.00* - ,W. _ ! � , " , I I i L I i I - __ L I I i '
<br />- .,. . 3/4, SOUG-Sr ANC�IORS AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY GO 12� STORM PANEL INSTALLATION SHALL COMPLY WMN SPECS INDICATED IN INS DRAWING PLUS ANY BUILDING AND ZONING REGULATTONS ROUNDED CORNER 0 ENDS OF PANEL'S O. II @, @ -1 ___ 1i__1___ __1___111 I I I -
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<br />� PROVOEV BY THE JURISDICTION WHERE PERMIT IS APPLIED TO 0 1 i i -i-
<br />I/ R. &- (R I I -I , , a - 0 �k [ 9 - I j-- L - - I - 1
<br />ll,40.. F.-30% P.. I.) END UP III KOAMED EOGE- I L� I� ! I 1 � I
<br />- #14-10 PANELMIATEFFEMALE 10 & PANTELMA7, PLUS ANCHORS. AS MANUFACTURED VY ELCO CONSTRUCTION PRODUCTS I 3, (0) THIS PRODUCT [EVILUATION DOCUMENT (P E O.) PREPARED By THIS ENGINEER IS GENERIC AND cars NOT PROVIDE INFORMATION (N,T,S) (�) !h!_ffA= (�) *ULAEAW (�) ANGLE (4 ANGLE WITH STUD @ ANGLE WM 04 -(�)tl,j)-1,4y, kV.F, r MAX '
<br />(Wil F-3350 P...) RMRSE STUD _� __3
<br />FOR A SITE SPEOFIG, PROJECT, � * WHERE THE SITE COMMONS DEVIATE FROM 714E P ED - I: MAX
<br />- 1/4"O cV TAP-CRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPURAWN V-3600 P,�J) I ____ - __I LARAS " 'AN. �1/4, 2/4, 3/4, 4/4, 5/5� 7/5, - MIN -
<br />&I) MINIMUM EMBEDMENT Of TAMON ANC40RS �NTO POURED CONCRETE SHALL BE $ ,�/O': 2' ION PANEH,AAW FELAKE (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND OViTA"AWN INGLOONK; LIFE SAFE. OF THIS FRMUCT I , GET DET, W/10, 21V/10� 31W/10� 4W/10� � 6/5
<br />BASED ON THIS PED PROVIDED HC15HE DOES W DEVIATE FROM THE CONOUTOOS DETAILED ON THIS DcCUMEW I — = - F__l III I & 2/14 P-144" �374* � iW/10, ISW/11 & 7W/1 I
<br />ID AM PANDUAILTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS CONSTRUCTION SNFETY AT SITE 19 THE CONTRACTOR'S RESPONSIS111W 4 ---. - r Top EDGE .1 W 7 006' �_, -a", -n.750* -- I
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<br />. ; '__� -'-' PANEL __ os ' - I 15 1/.-�20. W. sools ! _-, ANCHORS FOR CONCRETE SEE SCHEDULE ON SRDETS 8 & ll�
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<br />i_ * I I -_ - - :-t S Stull RA-M To FOR WOOD SEE SECTIONS ON SHEETS 10 & 11
<br />ANGLE 0 12 1/2' 0
<br />-20 SCREWS USED SHAU_ BE 1 1/2' LONG MINIMUM SHOULD 5GMCO DIMI, ! i . - 75 1. - , 4 .
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<br />NO I� VINIMVM FOR WALLS WITH NO "TUCCO. AND MAY RE HEADED SCREWS OR ALI THREADED SCREWS W/o HEAD, HH) SITE SPIB:riC PROJECTS SHALL Lw- PREPARED ON A FLORT� RIEGISTET i 0 r- -IR : -,--. : ____ - . , -, - , _,__ __
<br />&7) CAUK-IN & SOUD-Sr, ANCHORS SHALL BE EMBEDDED 7 S' KrO THE POURED MAC � 'L _J I i _�, i i __ __
<br />I RETE NOEMOEDMEN) INTO It) THIS PRODUCT! EVALUATION DOCUMENT Will BE CONSIDERED NVALO IF MODIFIED. i I I- . ______1 -_ - ' , .
<br />STUCCO SHALL OF PERMiTT95- 1/4' 0 1.407*i, �� / j T - � V _41*,45 I . ,40
<br />'62S.-I --- �_ LJ_ I -_ " 4!
<br />RED ENGINCER OR ARCHITECT WHICH WILL BECOME Hit � I - I— -19 � rf, ? )` 1.571, i W 1,01. \ I I __�M - I_,
<br />. L343* 9.46
<br />90 WITS "K NUTS ENGINEER OF RECORD (E,QA.3 FOR THE PROJECT AND WIM WILL BE RESPONSIBLE FOR THE : . I_ - - - 0 - , � : - .
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<br />A-13 IN CIISE THAT PRECAST SIM, FRECA.7 CONCKT, PT V StTUCCO OR WOW BOARDS BE FOUND ON TIW� PEO� ENGTNEER� SHALL SUBMIT TO THIS LACTFR THE SITE SPECIFIC DR ATED ENGINEER TO THE - � � .. . ___AT ,2r� r . 1015 PANEU (1) A 9 ELEVATION
<br />, AVONGS FOR R"CW� � ,
<br />4% 'ib � I I A� ON - _ _F��____4
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<br />EXISTING WALL OR ,FLOOR, ANC.CRS SHAU_ Of. I-' T�P& 4 EVERY PANEL OVERLAP - J
<br />- - MVT- ANO THE MAIN STRUCTURE aFyNa suCH HALL i I - ASK. W, I—-- ) __ 2 . _ _ � __ -084* WLS.
<br />PANELS ANCHORAGE $KAU RE AS ,TONED IN A 1) MO IN A.2) HIT THIS PTO, S SEAT THE DATE AND ORIGINAL SEA AND SGft*1URE OF ME PROFESSIONAL : �Dao
<br />(a) LnMilf_,;��QQ6 ENGINEER OF RECORD IHAI PREPARED IT I - e-.,\ KEY HOLE WASHER �k�� ".)
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<br />.- 1/4' V lAPQ*N ANCHORS AS WhUFACIURED BY I I * StALOPX, INC 14. S'N'RER MANUFACTURER'S LABEL SKAILL HE LOCATED ON 4 READILY VISIBLE LOCATION AT STORM /_ I/4" UP.. GAP
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1109.1-3 OF flaRI BUILDING CODE, ONE LABEL I ,�- 1063: (9 UIC *E' TRA" T SALPLAM 2'ar
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<br />- 1/4' 1 � 7/8' CA.-N ANCHORS. AS MANUFACTIMED ITT DEWALT INC (NAN. f'-15DO P-) SHALL BE PLACED FOR EVERY OPENINC� LABELING tj COMPLY WITH SECTION 1709,9-2 OF THE 1 Oxas. rrut.) .... OB4 r------ UD ATH STU 6ft OVERLAP -1
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<br />/4'o � 3JA' souo-srr ANCHORS, As DIEvUBUTED BY ALL Pow SCREW, SOL, & spEcALry co, I - �, . 'AL0111"hill,
<br />I' ORJOA BUILDING OWE I dALVANlZED SIM I - � _'A� 6 ) , , l . - -
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<br />'D 11 ONLY BE USED TO I -1 "�j,� �%fJL - __ - - ___ -.-
<br />- #14- PANUAIATE FEMALE IV AND PAYELMAX PLUS ANCHONS, AS MAWFAMPEA) BY ELCO CQNsTRUCnON HA. i - - U. is, low, 1. __ _ , -_ - Clio 7- ' � - /PWI\ /OWN
<br />NO CTS(MIN C071 PL'��) A lit I IN IN THE ni.2� � j , --'-! .��-t �� I _/�\
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<br />- I /4' CF TAP -GRIP ANCHOFTS� AS M&hVr,ACTURFD BY rRU-FAS7 CORPORATION .37510 , S s/4- , � ,A , ,HI
<br />UMAT-S TAP-GIBP ANCHOR� TWO THE ��4z Is, FLORIDA BUILDING CODE LAgh Velocity Hu,,i.aFe Zone) � : I 11, AA �Lj - - 3 � iff" - . I. S Mo. W I ,O�', l;i, P ........
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<br />e,-ocx .)Nn SHAL, BE I III" � I f ---I— = - 'Ift, Z FLORIDA BUILDING CODE ("ILh ValocltNy "Or . .,61 FLORIDA BUILDING CODE (High Velocity NUT 'Cone Zone)
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<br />- 1. - 20 GAGE GALVANIZED STEEL S70RM PANEL : *1 , 'r, Sam. 1 115
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<br />9.2) CAIX-IN & SUM -SET ANCHORS SHA� BE EMBEDDED 7/5- INTO THE CONCRETE BLOCW UNIT NO C I : O�4 167 �11-. = - lw_.!!�� aw.� L : Vs% STATE Of .; CIZ 9F tam nOw% IM, .1 1, -_ PaxaT TAIEW, INC, FP
<br />. t _= NICKEL or PANEL ."4'.4 20 GAGE GALVANIZED STE ,I -
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<br />_GO SiV_L PERMITTED .G20 SrREWS USED SHALL BE I 1/2" LONG M014I =1 - �� "/W;oxl (.. ! 12- 187 � - ?. . ."'O IS ,z:-- - -� �',-*7\ DANIN 0", I : No 44167 .*- - DRA" VF
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