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<br />TILLIT TESTING A ENGINEERING CO 1
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<br />2.2. TEST -REPORTS;
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />6. MATERIAL CHARACTERISTICS AND-SPEC11FICATIONS:
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />TILLIT` TESTIN13 9 ENGIN09MING COMPANY
<br />- . I- . 11 .. .. ..... I... I -- .
<br />2.L TES1 REPORTS*
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />iv-,P.S. alle
<br />P2 ��].Co
<br />YL �1117
<br />201, 203 as per section 1626 crf the Florida Building Code. Uniform static loads
<br />sheet 1. 2 and 22 of 26, of Product Evaluation Document [P.E.D.), drawing
<br />WALTER A. nLLn. nLI RL tilteCO0.1,00431
<br />PRODUCT EVALUATION REPORT .,rp U-M.
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />ITCALi-M,00167,19
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor speclifloations shall be as Indicated on sheets 1, 7 and 21 of
<br />F LL. I-,. 10. "4ALV19
<br />SocUon 1709.8.3, per ASTM E-330, Test reports prepared by American Testing
<br />Testing, I nc., Reports # 96-509 dated 08/0911 996, #96-570 dated 09/1 8/1996.
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />Lob of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William
<br />PRODUCT E"LUATION REPORT
<br />#96-T30 dated 09/20/1996. all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727.02
<br />R. Mohner, P.E.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />P.E., Fenestration Testing Laboratory, Inc. reporte # 2032 dated 0411811998 and
<br />0219.01 -09, dated February 26, 2009, signed and sealed by Edmundo
<br /># 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USEd
<br />DATE: July 27, 2020
<br />Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact andrycllc
<br />REPORT NO.: 20-0720.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />DATE: July 28, 2(120
<br />Tensile test report No. DCM-1 97 by QC Metallurgical, InC, dated March 13. 2009,
<br />on sheet I of 26, as well as General Notes X I thru 4 and I I thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUB-CATFGORY: Storm Panels
<br />Report No. 1123.01-10, dated November 23,2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />PRODUCT CATEGORY: Shubm
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by T111tow, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT BUB-CATEGORY- Storm Panels
<br />2"TRUCTURAL ENGINEERlN0J:AIJCULATL0.H%
<br />7.2. Product may be installed witthin HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />Tensile toot report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2000,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Toot as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of Me Florida Building Code.
<br />per OC Metallurgical Report No. I OKM-1 MS, dated December 1, 2010 signed
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Glabill-EndwAlanpilliduCIL-LINIQ
<br />and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
<br />MANUFACTURER: Global Pralliecdon PJV&XbLLLG.
<br />length based on rational and comparative analysis, and In accordance with
<br />section 161 8 of the Florida Building Code. Calculations prepared by 111tece, Im,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame
<br />4800 S.W. 51 Street
<br />2.3,37RUCTURA -
<br />48M S.W. 61 Street
<br />Davis, Florids39314
<br />dated I 1 103108 and 0311211 5, signed and sealed by Walter A. Tilift, Jr., P. E.
<br />structures.
<br />Davis, Florida 33314
<br />On 24 Gage Galvaniz:eld 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 />1. PURPOSE OF EVALUATION;
<br />L MISSILE IMPACT RESISTANCE0
<br />Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION!
<br />length based on rational and comparative analysis, and in accordance with
<br />This is a Product Evaluation Report Issued by Waller A. T11111% Jr., P.E. (System
<br />Large missile Impact under section 1B26 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No? 44167), President of Tilleco, Inc. (Florida CA-000671 9).
<br />This is a Product Evaluation Report Issued by Walter A. T111111, Jr., P.E. (System
<br />section 1004 of the Florida Building Code. Calculations prepared by Tiltsoo,
<br />I nc., dated 12J1 Sti 0 " 08/27/13 (for this revision), signed and sealed by Waiter
<br />ID # 19013) to the Global Protection Products, ILLC, Rule Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />A. 111111t Jr., P.E.
<br />01020-3, Method ID of the Florida Department of Business and
<br />4, WIND LOADS RISJUAMM-
<br />,%WHI1111011"'i 4
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<br />,0,'t�k N - Tlk 411�,
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<br />61020-3, Method ID of the Florida Department of Business and
<br />Prolliesslonal Regulation.
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
<br />Maximum
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<br />Prefesslonall Regulation.
<br />3. MISSILE IMPACT RESISTAKFE.
<br />Large missile Impact under section 1609.1.2 the Florida Building Code,
<br />This product is being Issued an Evaluation Report as described heroin, and has
<br />been verified for compl lance In the 2020 Seventh
<br />pressures. 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 />1 � -
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<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been v"d for compliance in accordance with the 2020 Seventh Edition of the
<br />of as per
<br />SSTD 12-09 Standard and TAS 201.
<br />accordance with Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
<br />-'*]
<br />, I*'!.----- - . i
<br />?,4,-i� �- -X�'-
<br />Florida Building Code, arid to verify that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />14, 15, 1 7. 18, 19. 20 25 and 26 of 26, at Product Evaluation Document (P.E. D.),
<br />.11 STATEOF .,--:9,:1
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<br />at least equivalent to that required by the Code.
<br />drawing No. 20-176.
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<br />4. VMND LOADS RESISTANCEa
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />...... .... �*�
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<br />,-,,O,1;9/0N,A`l. ,,V
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Maximum
<br />a Building Code change that may affed Its limitations and conditions
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />14011111111till,
<br />a Building Code change that may affect its limitations and conditions
<br />pressures. panel length shgllbe 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 />2. EVIDENCE SUBMITTED&
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.L0.4;
<br />sheets 3 thru 7, 10 thru 20,23, 24 and 26 of 2e. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />WATU
<br />D1 TILTECO ADMON RIECOROIS k P.R. REPORT.20 %GLOBAL PROTECTION PRODUCTS. LLC � 20 GAGE
<br />GALVANIZED STEEL STORM PANEL% ORY1004,20-1W REPORT# 2D,Dn"i
<br />2. EW12ENCE SUBMITTED:
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and 18of 18, otProduct Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Drawing No. 20-176, tMed "20 43AGE GALVANIZED STEr
<br />;L STORM PANEL",
<br />Indicated on sheets S. 14, 16, 25 and 26 of 2e. of Prodvct Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />2.1,PRW QT EVALUATION 02MENT-M&D.).
<br />24 Gap Galvanized Sleet 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 />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />DrawingN .20-175, Otled'24 GAGE GALVANIZED STEEL STORM PANEL",
<br />Tillit, Jr., P. E.; dated 07/28/2020. This drawing Is an Integ ral part ,%1P Is
<br />Evaluation Report. ,1411 (Flo",
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<br />shoals 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Wetter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an Into
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<br />6355 NX 36th Stivet, Suite 305, Miluni. Florida 33166 - Phone: (305) 871-1530 - KI AA)
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<br />5, INSTALIATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 16 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, 1 6, 16 and 18 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />. 11, MATERIAL CHARACTERISTICS AND SPECIFICATI01%
<br />Shall be strictly in accordance with Gen" 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.), dravAng No. 20-175-
<br />ANIMITATIONS AMID CONDITION OF US :
<br />7.1. Shall be strictly in compliance with General Notes No. 1 o 8 thru 14, Indicated
<br />on shoal I of 18 of 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 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. TIM, Jr.. P.E. (Florida License
<br />No. 44167), President of"nItsoo, Inc. (Florida CA-0006719).
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<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />gagaa-mm: 83) - CASE rWT PRECAST SnV4. OR PRECAST CONCRErE PANELS. STUCCO OR WOOD BOARDS BE FOUND 04 NE (SCALE 1/2-I-) 1/4, 2/4, 3/4. 4/4, 5/3. 7/5,
<br />6NALM A" CUSTRAD WALL AVIVIAS SMALL BE LONG DOUGH TO RL4CW THI. MAIN STRUCTURE BVIMD SUCH PANELS W/10 2W/10. 3W/101 4W/101 6/5
<br />1W
<br />I STORM PANEL W" ON THIS PRODUCT VW UAtION DOCUMENT (PC 0 1 MAS SEEN VER"M FOR COMPLIANCE ,N ANCIODRAGE SHALL BE AS MENTIONED N 0 1) AND IN 6 2). - - ,..-..-. .- . 15APS' (TOTAL WOTH) - - I � - - . �-, - I .--- -- - 15IW(TOTAL WON) I I - 5VV/IW. GW/11 & 7W/11 I
<br />ACCOPICAPiCE WITH T4 2020 Qth EMION) DO- �17 FLORIDA EIRADING CODE (c) TQJ=Rfi-MO.imW-MLMLuMM..;.�--Dlk,miL� - - - - --- - -- i2 Sw (ErrECTIK *VIM) I - � `1
<br />DES WRAID LOADS SMALL BE DETERMINE AS PER SECTNDN I $70 OF THE AWM MENWAVED CODE. - 1/416 TAPCOw ANCHORS. AS MMAMAACFURED Orr I 7 IN SU&M, AK: -3" vm__ ANCHORS, FOR CONCAVE SEE SCHEDULE ON SHEETS 0 & 9 .3: MAX_
<br />PONOTRAND SPEED AS REDUORED In THED - 014-10 PAINEIALIt FEMALE AD AND PAINIFINIATE PILUS AWClKft AS MAINUNFACTURED 80 LLCO CONSTRUCTION PROOLIGIS � - .. . � - I -6 1/4* - ,--- ---- . � 7 - . 15,250. - -- .- ----. - -1 11
<br />JURISDICTION WHERE THESE SHVMRS WALk K INSTALLED AND . � . � i .,\ I' LAO Tom WOOD SCE SECTIONS ON SHEETS 10 4 11 MIN,
<br />"A A DINIXTOIALFIV FACTOR Kd-O 05. USNG ASCE 7- fill APO S�W- NOT EXCEED THE MAXIMUM (A S D) - 1/4*0 LAC SCRII PER 4 CLS� I ,- 1 3po- - I - - t3fio' - '5W 1 ; bact. -� - ---
<br />.1 - � �, -, ,
<br />DESIGN PRESSURE RATINGS 04XAIW ON SHEETS 7 THRU 12, 14, 15, 16. 19 III 20, - 7/16*0 � 5/8* WOOD SUSHONG, AS DfSTRNBUTCD By ALL POINT, SCREW. BOLT III SPECIALTY CO I I I I ^ I I I � �, 13so-1 , OD34" MOL THICK r- 1.3w - ,",I � 6 0 , a 6
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<br />I - . - � , � -- � � TA�:T' I .1 ----"... .- --,-.-- I
<br />IN ORDER TO VERN'I TkE ABM CONDITION. %AFANTE EW34N WIND LOADS DrTTRWN4ED PER ASCE 7-18 T. . I akw)aw STED, I . I
<br />' al ��. ' � � . -, . - 7 - . 7111-7 -� --- �i At" /
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<br />C 1) MINIMUM THREADED PENCIVIAnDh IWO WOOD OF TAPCON ANCHMS 9 - , ASTW A-4541 , �i)w D.M..0 1 ....... T- --rr- ---,-", -r- ! � . ,�� . -1171 "
<br />SHALL BE FIRST REDUCED TO A SO, DES)CIN OND LOADS BY MULTIMYM THEM BY 0 6 IN ORDER TO QK1 BE I I/?' AND 2- FOR EIC'O PAINCILMAYE PLUS � . - (�)- @. T . ! � I
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<br />AM PANEILMALC FEMALE O � I I COOK so I . -
<br />CMIAK THESE lh� MAA (AS D) DESIGN FIANTILAIN' RATINGS AMENCATEC ON SHEETS 7 THAU I �, 14. I$, I$. 19 a 70 � "I-' 2 eS7P O Our "AN THICK "DUNCR,� ., 2. , Or ,� I b -i717-r
<br />14 - EDGE �* 0-40 GALV "MCI � I I !` : ,-7 1 Ilt-=II
<br />C 2) MR4MAIM t4AEACED PENVOLATION OF LAO SCREW. AN'TO THE ROOD CRAME UW SJWL 9T 1 112- No FINEACCO , �. - , =F , , T- !
<br />_ Aa _
<br />IN QADVt TO YOMPY IMT AN04CM ON IRS PC 0 AS TESTED WERE NOT UNOER STRIESSFID. A 331 NOCAWA " ALLOWABLE PCIACIPAINON INTO StUCCA) SHAL at CONSIDERED AS PAW OF THE REQUIRED TKRC4DtD PENCYPAIION. _ OV#& A,� I ----I- 17- ( "
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<br />STRCSS FOR ONG LOADS WAS MI USED w THEIR AMMvVS, FASTENERS SphCpr� To WOOD K%S AAE% OVEPARAWD AM I -11��AX -�-�g EDGE , I I r I i i i 1 2
<br />ACCORDANCE WIN ALOS, 20115. C3) MINIMUM EDGE DFSTANCX OF LAG SCREW$. NOD WOOD WALL K AS R40CATM IN THIS DRAWING A I G-60 Q%LV1 AR A _ � .... 1. , ___ �. _ �
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<br />� . AIL A 411LIF � I ! � I I ! ! Co -
<br />- 4BR -1:W i / .
<br />S70RM PANOWS AOEOUACV FOR IMPACT AND WIND ArMANCE 'VS OLEN VCWWD IN ACCOPOANCA WITH SECT" 1626 OF - � ---- � . . ------- - I - . - - I I . - - - � � � .... I I � ! 1 � 1 � 1 1 i I= -
<br />" ryp ASTW 4-M - . tf I I I . I , @-O. (� 1-I - I I I I 1 ! ,
<br />2.000' �40 MONACO QkWAIM SIM /�a�, " - ZODO X�-;, -e , ME)OMED TYP. I T (D-@ - -
<br />. . \ awar AID BETAIL �J - :�-
<br />� I � I , , i I i -. .
<br />- =- r- em
<br />THE APOSE ME fIONED COD( AS PER HURRICANE UAGqNrEqNNG A, FESTAO INC RIDhOOnS C 4) MINIMUM PENETRATION 0 WOOD BUSH04 SMALL BE ,5/6' 1/4- 0-20 SCIRM LIM SMALL N I i/2- LONG M"MUM � . -I Il I - ------ I I I 1. �! 1� . - � !, � , � to � 'M "I C,
<br />OI , WT a OI AND - , -M I,- , I - I I 1 , , , - i 5 -:1
<br />FENESTRATION = LAO INC. REPORTS 12032 A, #2124 . AS PROTOCOLS 7AS 201, ?AS- 207 AND TAS-"3 V40ULD SIV= CXISFFAND 1* MINIMUM FOR WALLS WIN NO STUCCO - , . - -4.250. - -- . - i - � � , I L � -] : I - - - - � - t -- I cli
<br />AS AAM AS AMEWCNI TEST LAS OF SOUTH FLORIDA RCPORT 0021 9.01 -09. AS PER INS . ., " - T - , I , I , ><
<br />,
<br />TAS 203 STANDARDS. 201. TAS 202 AMID C5) *4 CASE IW PRECAS' S109AL, OR PRECAST 00NOCIU71 PANELS. STUCCO OR WOOD BOARDS BE rOMD ON THE COSMIC a) STORM PAN 0 END XMW PANEL I . : � ! 1" - I . =
<br />2 ALL ALUMINUM EXr*AiONS TO K $063I ALLOY AND TEMPER (UNLESS OTHEIMSL NOTEDI SEE SHM 2 WALL. ANCORS SMALL IN Low ENOUGH TO RFACH THE MANK STRUCTURE WIAND SUCH PANELS -'-2.1&7. . , - i , I 1 I 1 I I � . I 1 = -= LA- CL-
<br />ANC-NUIRAGE %KAU OF AS MFMTKM IN C 1). C 2) a C 4) ,� 3r I I i i 1% C= -
<br />I ',��- - r I � - 1 1 1 1 � I �', f - i i -= C'4 -=
<br />I ALL ALUMINUM SHE" METAL USED At CLOSUM -41ALL ,IAVt 3JQ5-H14 ALLO, -.�, 1, t ;, . I ,- I I . I I I W CZ cc
<br />.
<br />(0) ANCHORS SHALL BE 4ISTALLED FOLLOWING ALI OF THE RECOMOONDATIONS AND SPECIFFCATOOKS OF ?HE ANCHOR'S MANUFACTURER I" 1�;, I ------ ----,- - I . i , I - - -I: .
<br />� . 250" - 2 � 187" 1 i. I - - - - - - - - - � i C14 3;5
<br />I,- I" I I ! i I I � , 1 '111 4, 1 -
<br />I I 100' sff� .1 I I BOLTED PANELS IN/ 1/40-20.1'
<br />A ALL SIM SHEET METAL PAW" 944L HAVE IrRUCTURNL OUALF" STEEL. ASIA, A-653 CRADC W MMAANAO� O-W Avan 1 IIAND Lip It a 125' 1/4-P-20. .121: 1 � ; : . I i
<br />GALVANIZED STEEL CCSIOMAIRON W/fY- 54 5 - (AFTER ROLLED) 6 PANELS MAY AL.SO K PISTALLED HORWONFALLY $10ALLCIANG WSTALLAY10k DETAILS SHOWN ON SECnON 5 NROIJG,t 10 (SHEETS 4 �� iw 1.2w - - � - : - =s4s � I I I I
<br />.I/ 444-ii 1!06�� 1-" I 100* . r,*. M".,,, - ,7W- UNWLIED PAPILLS -T W
<br />, : , - , ". MLS. DOLT W/ 7/8" It 3/32' ;1 CL -= QUI
<br />IHRGLION 6) cACEPT TWA? MEAOM CD A 0 94ALL Not BE USE" - - I . (SEE SECTIONS AS I ! I i � OWGNVTS 0 EAL GVERLAP
<br />I I� - ! 'a -6 1 1 i I
<br />-FR r/11 I - MAK �', �> , ,2 �� I , . E - =
<br />- I - , In", "W"ED
<br />WIDE
<br />5 ALL SCREW% To BE SINCESS Stal. 304 OR 515 AIR SERICS OR CORROYON RESISTAW COATED COMM !;7M As PER , ,N,KLP=` .. - � --r 11; PaN. I to NO I 0= 0 TO ANCUT 0 i : ,
<br />DIN 50DIa41W1/3bQ AN, YIELD SIRFNGTO AND 90 kai TENSILE S Emom At SIALL COMPLY A/ FLORIDA PAAU#NG CODE 9 11 SHAAA BE THE RESPONSOUrf OF TK CONTRACTOR 10 VCR1rY " SOUK'DNM Or THE STRUCTURE WHERE SHUTTER Is TO IN , I I 1 ,2 11r at. 12 1/7' &C APPLICABLE) i I ; (SU SECHONS AS APPLICABLE) - C=
<br />, ATTACHCD TO ANSVRF PROPER ANCHORAGE IMM SHUrDt SIMLI ON Y OF ATTACHED tO / "�, - I -, - - , to.0111 Der - I �-�Imw, 1 1 1 1 � I I � I i I , = - -cc
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<br />SECTION .3.4 CONCRETE BLOCW OR WOOD PAAML ': 1, . - I i , I I ! I , � i I
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<br />INAZIMUS .5�� I -- 3,375, ". ; . � . ! - I 1 I - L ; L
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<br />SEE. OR AMI 304 SERIES SIANNESS STEEI_ WITH M HP WN*IUM YIELD - - ,---,>, - . . Ita � I , - I ! � - I - . - , � i �,� I .1 -- -i --�. - F i i I : CO
<br />SIRINGIN. 10 EACH REGULAR SIORM PANEL ON111i UENGTHIS OWN IV-9 TOROUGH 12'-4'. AS PER SECTIONS 6. S. 9 & iO AMC ALTERIATWU NW. 0150-"��:�!:!- 11 "� 2, S" OGA: - I PON, I F LL , , 3: -
<br />" IN 1OW ON '>M113 -5. 6 A 12 RICSIPECIINIFL:�, SKAAA Y VW9%t MARKING MFRUC mcmwk , � 1 , I ,1-�t' t J;Al C _-,, I I . I I I i l T W -=
<br />- - �� 000 , I I I i �� i i , , 1
<br />2.125. 2 , boo., ut I ,.L I . i � - , . - I , , 1� � , I .1 -1
<br />I AWMRS In WALL SMALL BE AS FOLLOWS KWE A aGWE AND WADIL TWO DINNER OR %:L- 375.1 i ,: 175' I " ! � I I ,,a i . (i W
<br />TCOLAM TC SECURE PANELS WIT4 APPLICABLE RVWORCDKMT OUROC PERIODS Of �RRCAAE WAROWNG - SIS I I I i .
<br />isFr I - I I I I I I , I �11 C: =
<br />(A) [Q. LNZff.iWJ=--r1QWJ= I I THE INSTALLArOON COKUWIQR IS W U.AL/CAULK ALL `R4UFT[R CfA1PORtMT EDGU VMIC14 REMAIN IN COWrNNWUS CONTACT "To / I IV/ I � -1 ... . L' - S* MAN. . . - -1.500, - ,--I Va.- I . � � I � I , I Ilu . !! :�-,
<br />- 1/4 7APCI* MC14M as MANUOINCTURED of I TV MALI*A, INK (Mo I'C-3192 P'.) IRE SUALDING TO PREVENT WNND/RAPM INTRUSON. 1� -, 1 1 1 % C= -a -M
<br />�
<br />- 1/4*,., 1/8' CALO-00 ANCHORS. AS MANUFACTURED BY DEWAT INC (MIN I'v-3000 p..-i.) ISOMETRIC VIEW MTAIL t . 2.000- r� - n!!�� 000, - :�30` i I ! i � I � 1 1 1 1 - I
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<br />- ,/.,. 4 3/4* SOLV-SET ANCHORS. AS 06TRSUMD BY ALL POINT SC14W. UOILT A, SPT�CKFF CO 12 STORM PANEIL 0MOILLAtION SHALL CANNILY WITH SPECS *OCAMO IN INIS DRAWING PLUS ANY OVOLDING AMC 2DNWC REGA&AMMS ROUNDED CORNER 0 ENDS Of PANCL'S nek D.M..@,@. I - = E
<br />(M. CI, - --1 L � I --- � ' �1 -- I I -- & I i
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<br />POCNOED BY TMIE JUPJSDCnON WAM PERMII 15 APPLIED VO - -�& L .- - ... - - . - - - . 9 1
<br />-3000 P,,) ENO LIP W1 MONACO EDGE, @ I I I 46 I a a 10 � 9 I* -T 0
<br />- #(147-10 PAALLMAlt FEMA1f ID A PASELMATIE PLUS AWROAS. AS MANUFACTURED PY ELCO CONSTRUCTIQN, PRODUCIS (N.T S) (�) 1111" H (�) IULHLAM (�) &= �q JUIIGUIE WIT114 STUD, @ ANGIIIJE WITH ' ' C�- C.)
<br />P. I J LA) THIS PROULGI LVALLATM DOrUM1MI (P F 0 I PREPARED V. TMIS ENGINEER IS GENEW AND COM NOT PORI INFORNAPON 3' PINK
<br />ON :-33aO P-) FOR A SITE SKOFIC PROJECT, - 9 WKPE Ill( SITE COMYTKM DrImATE FROM THE PC 0 REVMIE STUD -
<br />- . III C, TAP-GPP ANCHORS. AS NVOLUCIURED OF -RV-FAbt CORPOPULINON (",-3600 p .0 I - -I WAD I, MO - I' MoN -
<br />14 (�)-@.0-@- &'- '. " �l /4. *2/4, 3/4, 4/4. 5/5, 7/5.
<br />W CONTRACT I TO BE REVO"SU FOR INE SELECTION. PURCIIASE AND INSTALLATION INCLUCIPIG LWE SAFTY, Or THIS PRODUCT . 2" Dr. IW/10, 2W/10, 3WI10. 4W/10. &P
<br />X 1) k*NMM EMKOWNI OF TAFCVN ANC40AS INTO POUND) CO"CACTIE SIMLA K 1 3/4'� a, FOR PANFLWATF FEMALE BAND ONCIM411 PLO �-6/5
<br />C AM PAKEMAIVE PLUS AM I 1/4- FOR Cr TAP-WP ANClORS PROVIDED HE/rot DOES MCI OEWTT FROM " CONDITIONS DETAILED ON J"M DOCUMENT - = _f- A 1/14 a 2/,A 0 374* -,.75W - SW/10, 6W/11 & 7W/11
<br />CONSIVAXr*N SAFETY AT SITE A THE CONtRACTOR'S RESPONISM M I ;rl TOO DCA - -- -D�O-
<br />T I W. PANEL I"t ,GPI -in . A .4"ORS. FOR COWAIDE SEE SCHEDULE ON SHEETS 6
<br />A.2) CALK -IN A, WLIO-SEI ANCHORS $kftj OF EMBEDDED 7/8' INTO THE POURED CONCRETE NO EMBEDMENT ROO 10 IHIS PRODUCT 1VALLWnOM DOCUMM *At SE CONSIDERED, INVAUD IF MODIFIED � : , I P, , f - , I IF ��44 I I l.'r � � I . .. -111 .I FOR WOOD SEE SECTIONS ON SHEETS 10 A, I 'k I .. � . __ - -
<br />CCO SMALL K PERMITTED 1 ,.407"i .3" my .. U I. I �
<br />.
<br />STU t/4' 0-20 SORM USED SMALL BE I 1/2' LONO MINNAVIO SHOULD STUCCO EXIST i .11.1 - 3 � : I - I 0401
<br />IV I' MINIMUM FOR WALLS WIT4 NO STUCCO, AND MAT BE HEADI UREIIVi OR ALI INWADED SCREWS WJO 14CAU, WU SITE SPEI POOJECIS, tiHAL K PREPARED BY A FLORIDA MEDSIE;NED ENWACEA OR AAAMr1rCT WHICH WILL BECOME TO* I . - - r 1,01, I - .1 -I - I . W
<br />ENJ7 (NOINCER Or RECORD (E.0,R) FOR THE PROXICT AND 000 WILL BE PESPONSW FOR, TME � : - I - 15 - - � - 10 . . I '"', 'W A� '141P. t a � 15, ,,.I
<br />Wn" wm NNITS I , 011d , t.2 ,�
<br />.
<br />PROPER USE OF THE VIED. E"GINDIR Or ACCORD. ACTING AS A DELEGATED EAGOEDI TO CHIL t a's .DLE FOR - 4 III, ..,.,a � J
<br />A 3) ON CASE Wf PRECAW STOK. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD DCARDS BE FOUND OA# IT P I 0 WINNER. SHALL S~ TO THIS LAMM TWE SIM SPECIFIC DRAWINGS FOR HEYEW LOCAI'm AT - ..." ,J) A Q ELEVATION
<br />EXISTING WALL OR FIOGR� ANCHORS SOIALL BE UGHO COUGoK TO ACk14 THE MAN STRUCTURE SO" SUACm r-M "^a DOURO ear , I I . i. I" ;�r LS'
<br />PANELS ANCHORAGE SMALL K AS MENTOGNED IN A Il AND *4 A 2) (A) EtHIS P.ED SVALL BEAR THE DATE AND ORIGINAL SEAK AM SIGMANNIF OF TK PPAXIFESSIC44AL I - oft .00' � I OBO ... I I I � I I '.
<br />- �064, N.T.S.
<br />" NIGIANEVA OF RECORD THAT PREPARED IT 7.000, (1) KEY HQUE WASHER ,\-�,/ ;___ 2OW - -- - -".)
<br />111) !OILNS��N`12 AS �M~A'.�IJNAOJ 9Y I I ON @LALDrX, INC t4 SMORTEIR MANWACIURIP'S L4KL 94AU 91 LOCATED ON A W-ACKv 'ASALE LOCATION At SYORM (�) -r TRACK AmaLE g 3ZANO or TRACK (7) FiAT ptarn I/V M... GAP
<br />I . 7/9' PANEL SHVITER IN ACCORDANCE ARM SECTICIN 1700,R�3 OF FJOAACA SUILDJMG CODE ONE LABEL I I .- O"* -1 2 57*
<br />/4' 0 CALK -IN ANCHORS' AS MANUFACTURED By DC*ALI "C CANA` I tboo P a i) - (M..) - 094' ON
<br />- 114*0 X 3/4' $"-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, SOL; * SPECALTV CO SHALL WE PLACED FOR EVrRY OPONONG LAMM TO COMPLY WITH SCCTKIN 17VO 9 2 OF �E 0.034 ��
<br />FLORIOA BUALONG CODE � WITH STUD tutL O~ -1 " WILEY)
<br />(NO 4� I 800 P A., ) GALVANGFED STEEL , . , . � 1 1�14*! A, -A 1�
<br />I114-110 PAINEUNTI! FEMME IV AND PANUMATt PLUS, ANCIMRS, A'S MANUFACTURED EN, LLCO CONIS ON -- BE - M. W ,ONO ! ...... - -�k� W"\=
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<br />-RODU is (MIN V-2071 p,.1) EZr-AWn:VT.:%'1AIE � rl.;�. I � r V . - I ... .. I , ,e�� -� ./frN \ /-\ /,W\ /
<br />37 I S - 1.011. ,E -. I - \- \--/ .-I
<br />I .01 110 " ,yr , "`� I
<br />. /4' OCCF TAP -CAP AMONORS, AS MMuIACYUPFU RY TW-fAS1 CORPORATION 100. '�;'-A. ... " 4 7- - 117S.. - 1/4. " -�
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<br />to I I lWWMuV LtAWDMEW Of ZAPCON ANCWXr*. EAX0 PANELMATES M40 CIF TAP-GAflP ANCHOR. INTO f ILL C . , - No,- rLoNtot, BUILDING CODE (1119h W&I Hur me Zarul) _I r ' !!A �'n I . No, 44167 *1
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<br />I " * . � ( . * * FLORIDA BUILDING CODE (MIgh Velocity . ...." FLORIDA OUP-MNG CODE (High vet"Hy 1KNO gone Zano)l
<br />I -.. 1 20 GAGE GALVANIZED STEEL STORM PANEL DRINK AN— I CASJ-_ �: _ JL4;�C NICKEL : ` Waft M"M at STORM PAM TP C6) : I .. 44167 * .am "item W. 20 SAGE GALVANIZED STEEL STORM PANEL FP
<br />9.21 CALX�lh 4 SOLIO-SET ANCHORS S,AL1 BE I.MBE-DOID ?IS- INTO THE CONCRETE BLOCK UNIT NO : NO. 4 67 `. ITT mvta
<br />INTO SIV=�OW1 BE PERMIFIND �/A` 0-20 SCRIEWS USED SMALL BE 1 1/2- LONG MINIMUM ' .I, . / . t 2!W 125 - - IPS, TED W44 MUT V. ... .. 20 GAGE GALVANIZED MEL 11, 1. o� IFY
<br />24;
<br />EXIST. AND I MWILANmi FOR WALLS 1117� 40 STUCCO V, �-� Z�� I -- CLOW MTECTION MDUCTS, U.C. '.a (� KEY HOLE VC6, 0- -- . No .
<br />'- - - ---- - -- -2.000* - 'A' I - * .
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