|
2
<br />E&aUUr1EV_At,1JA_T10X REPOIU 80, 20-OUS.01 3
<br />ZT--,—L--TE----C�<—:>:,N:-C\-----IS6
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2.2. TES --REPORTS:
<br />,
<br />0, MATERIAL CHARACTERISTIC.$ AND SPECIFICATION6:
<br />WAT TER A. TT.LLff. JR., F.E. _
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />"�I.e,nj -co
<br />� 'i. 44167
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />R C & L6._ MI 060A719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, I nc., Reports ft 96-569 dated 08/09/1996, #96-570 dated Q9f I 811 996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EY-ALUATION REPORT
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.E-, Fenestration Testing Laboratory, inc. reports # 2032 dated 0411611998 and
<br />* 2128 dated 110/0/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7., LIMITATIONS AND CONDITION5 OF U -
<br />W
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed andsested by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7A. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 26, 2020
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E. D.). drawing No. 20-176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteca, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB-CATF-GORY, Storm Panels
<br />1_3_._"T .VCTURALENGINEERINeCALCMLATIOM
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined oil section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs, design wind load and panei
<br />MANUFACTURER: Global P ptootto-ri-Prad
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />ugifi."
<br />4800 S.W. 51 Street
<br />section 1616 of the Florida Building Code, Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />dated 11/03108 and 03/12/1 5, signed and sealed by Walter A. Til lit, Jr., P. E.
<br />Davie, Florida33314
<br />1. PURPOSE.OF EVALUATION;
<br />3. MISSILE IMP -ACT RESIaTANCE;
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />La rge missile impact under section 1625 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc, (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />6i G20-3, Method I 0 of the Florida Department of Business and
<br />4. WIND LOADS
<br />0,1010TIIIJI",
<br />,P�' �k N T14 4 ,�,*
<br />,,, � /,,� ,,I,,.
<br />��
<br />Professional Regulation.
<br />----,-. - _IlEi��
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />-,, � .: - - ..
<br />.. . ,e
<br />�IN �
<br />.
<br />JQ, , 1, ' ... 'P. -
<br />, .,-'-,,\C,EN - . �
<br />, � , O'k -,
<br />. '�
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall beas indicatedonsheetS8,10,14, 15,
<br />_ .
<br />'__ Z . .,
<br />. 2 - C
<br />44167 -. =
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />�:��— I o.
<br />— : * B
<br />_�_- -�* 1 *
<br />Florida Building Code, and to verify that the productis for the purpose Intended
<br />20-176. Maximum Anchor $pacing shall be as indicated on sheets 8, 9, 1 0, I 1,
<br />; =
<br />7,4-e;' = "
<br />;� , STATE OF
<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 />� , _,o"% .,',,:5
<br />, P
<br />/ JI it"' ',�..11401:11
<br />� ..... ..'
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />I, 4""
<br />a Building Code change that may affect Its limitations and conditions
<br />. INSJALLATI
<br />D&
<br />0401411110 14
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE. SUBMITTED:
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />VVIEITLL
<br />D'� TILTECO ADMON RECORDS I P. E. FuiPORT.20 � GLOBAL, PROTECTION PRODUCTS, LLC 1 20 GAGE
<br />2.1. PRODUCT EVALUATION DOCUMEN7_(P,F.D,)y
<br />E
<br />(P.E.D.), drawling No. 20-176. Minimum separation to glass shall be as
<br />6LVANIZED STEEL STORM PANELk DFIM * 20�178% REPORT N20-0728.01
<br />Drawing No. 20476, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />(P. E. D.), drawing No, 20-176.
<br />Tillit, Jr., P. E.; dated 07/28/2020. This drawing is an integral part AMIS
<br />11 IFO
<br />'0110111IFFiff"
<br />Evaluation Report, Oi,kll i
<br />"01 ,tR A. r/j�"11�,,
<br />"Ll,
<br />?, N D4 ",I,.
<br />.,,,,� .�.. 41Y ,�,,
<br />" "
<br />I \� ....... /
<br />2, 2� 41,
<br />1�-� I �I, tl
<br />. �.'.
<br />__
<br />__ - .. " �
<br />- - , ol�EN4 ,V ,,,
<br />t
<br />A� \� - ,
<br />- ,/ �.
<br />�-��--`\P,EN ` :P I--
<br />. ', \� Se ` S�
<br />_� � ..
<br />'_ I- � . S
<br />,� _j .,�
<br />� ---:* _e _Z�- ,I, ir
<br />� - -- I S
<br />- __ - I , 2 I , No, 44167 _': !
<br />- �t �
<br />_M1 67 I.. 1;
<br />'�_: ��- -- ��: ' S
<br />I---.--- -
<br />'_1' - . ,
<br />*�
<br />- E
<br />. `�__��2a,p__Js_, � I* :
<br />, *=
<br />= - 1*=
<br />7/2�e"40-,i<,, * ., Z
<br />I __
<br />__ � �`�
<br />- '_ I 1 .
<br />I S'0�� I 1
<br />I 10 � C�, �,
<br />, I ,
<br />S, x,-,, - op, ,
<br />I / :;:S� SIATE OF .I QZ S
<br />4 �.__
<br />� D� - P �, 'I-,
<br />s_o�. zowlb .."'Op'.0
<br />� I "'
<br />1�,. ,
<br />j� ..
<br />__ , �" , . I - ... I
<br />6355 N.W. 36th Street Suite 305, Miami. Florida 3,3166 - Phone: (3,05) 871-1530 - , '1/
<br />i�,w
<br />;I
<br />-, �e .,. q� �
<br />, IS'. - � ...... k!� ,,,-
<br />y"', 8/6NAL ,�,,E,,,
<br />", 'I1IF1ADInIIkI%0
<br />fi of ITT,, I
<br />. I
<br />.
<br />GENEE& I' 6 3) EN (,ASE THAT PRECAST, STONE, OR PRECAST CONCRETE PANELS, S.JMO OR WOOD BOVIRES BE FOUND ON THE
<br />O" FOR 20_9"_A��� �XISTING WALL, ANCHORS SHALL BE LONG ENCUCH TO REACH THE MAIN STRUCTURES BEHIND SUCH PANELS
<br />I STORM PANEL SHOWN ON PIES PRODUCT FVALUAr(ON DOCUMENT LrErn) PAS BEEN VERLFn FOR COMPLIANCE IN ANCHORAGE SHALL' BE AS MENTIONED IN S.E) AND IN 6.2).
<br />ACCORDANCE WITH THE lt2O (71ft EDITION) OF Tit FLORIDA BUILDING CODE X) TQ_ZX�W= -D&f-SPLICIM-9%lf-��_�=_610*�
<br />DESIGN WIND LOADS SHIILL BE DETERMINED AS PER SECTION I 670 OF THE ABOVE MENTIONED CrDE, - I /*-t TAPCON ANCHORS. AS NANVrAC`TURrD BY I T " BUILDOX, INC
<br />OR N ,TR,ICT;oN pRoDucTs
<br />FOR A WIND SPEED AS RMURED BY THE 4URESCICTION MILK THESE SHUTTERS WRA BE INSTALLED AND .. #14-10 PARELMITTE FEMALE 0 AND PAHE,UAATF PLUS MCH S� AS Mo QrArEURED FE? LILCO CONS
<br />FOR A V1I9ECTKJNkjTYr,EC`M Kd.0,B5,U_�NG ASCE 7-16 Mo SHALL Nor EXCEED THE MAXIMUM fkso) - 1/4'. LAO smm PER NO's.
<br />DESIG"I PRESSMRE RATNGS INDICATED ON SHEETS 7 THRU 12. 14, 15. 16, IS & 2D, - 7/16'A I, 5/9' WOBID RUSHN", AS (IISTRIPUTED BY ALI POINT $MEW, WIS A, SPOCIALTY VID
<br />IN ORDER TO VERITY ME A20W CONODION, WiMIIII DESIGNE OND LOADS DETERMINED PER ASCE 7-16 c,� mINIMum TDACADIOD PENtIRATIOk INTO WOOD Of TAPICON ANICHDRS SHALL HE 1 112' AND 2* FOR FLCO PANEELMATE PLUS
<br />SHALL BE FAST REDUCED TO AS. D DE51CN ONO LOADS W MULTIPLYMG THEM By 0 6 IN ORDER TO
<br />.
<br />A1`* PAINELMIELE FEMALE tM
<br />COMPARE THESE W1 *E,X� tA5D) DESIGN PRf��MRS WINCS INDICATED ON SHEETS, 7 TRU 12, EA, 15, I6, 19 AE 20
<br />IN CR.DER -,O VM'Y TiRkI ANCHORS ON THIS P ED AS TESTED WERE TAIR OVER STRESSED. A 439 INGREASt A ALLOWARLE C I) MINIMIJ14 T�REAVIUD PENETRATION Or M SCREW, INTO THE WOOD FRAME UNIN SHALL SE ! 112- No T�PIFAVED
<br />PENETRATION INTO STUCCO SWAIL, BE CONSIOCRLD AS PAPj C$ THE RLD1,RED I�HEECA= PETAEFNEMI�,
<br />5TKI-5 ro., WITID LOADS WAS WEL USED I" THrP *MYSIS, 17ASTENERS SPACAC TO *'ODD KA_� SEEN DETERMINED IN
<br />ACCORDANCE ODD N,TTS, 2018� C 3� MINIMUM EDGE DISTAW:E OF LAG SCR,,WS, INTO WOOD SHALL RE AS ENMW.En IN THIS DRAMNG
<br />STORM PANILL'S ADEQUACY FOR IMPACT AND MNO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WEE SECTION 1626 OF
<br />THE ADM MENTIONED CODE AS PER HURRICANE ENIMNEFRING & TESM40 INC, REPORTS ,36-SEis 9&-57o & 96-T30 AND CA) MINIMUM PENFIRATICEIN Of WOOD EIVSPENG SHALL BE 5/6* 1/4" II-20 SCREWS USED SHALI BE I 112* LONO m0muhl
<br />FEINESIPADG. TESTNG LAS AX, REPORTS #2032 & J2126 . A!- PROTOCOLS TAS-201, TAS-2*2 AND TAS-203 SHOULD STUCE10 EXIST AND I' MINIMUM FOR WALLS WITH No SIU�1.0�
<br />AS WEILL AS AMERICAN ItST LAS Of SUVrH FLORIDA REPORT OD219.01-09, AS -PER TAS 201, TAS 207 AND
<br />TA5 203 STANWDS C 5) 414 CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANE,S, STUCCO GET WOOD SPECS BE PCEUNQ ON THE EX15PNO
<br />WALL, �40K)RS StiNEE. BE LCINC ENOUGH TO REACH THE MAIN StRUCTURNIL a17-',T1tI SUCH PANELS
<br />2 ALL NU��NUM EXIMUSIGNS �5 V 6063-T6 AULOY AND TEUFER (UNLESS OtHFRVftSL NOTED) SEE SHEET. 2 ANtWop'EIaE SHEELL DE AS MEHTIONT1 IN C, 1) C 2) & C A)
<br />I
<br />I ALL &�INUM ShEZT EALETAL USED At CLOSURES SHALL HAVE 3105-814 ALLOY� (0) ANCNONS $RMI BE INSTALLED POLUDWINC ALL CEr THE RECOMMEF14CWTIONS ME) SPECIFICATIONS OF THE ARCHOR'S M&NUFAtTLIR-IR
<br />4 ALL STEEL SHUT METAL PANELS SRALLA HAVE STRUCTURAL OLEAL-Irr STEEL, ASTU A-653 r0f)t So MINIMUM, C-K
<br />GAI VANIZED STEEE. CESAOxAMON W/F,� S6 5 (AFTER ROLLED). tE PANE_�S MAY ALSO BE INSTALLED HORIZONTALLY FOULLIM ' Nr INSTALLATION DETAILS SHOM ON SECTION 3 THROUGH 10 (SHEETS 4
<br />1 ROVCPI b) CIECEPI TrEA' HEADERS 0 & 0 SHALL NICE BE VSFn
<br />5 ALL SCREIVS TO BE SAINTS STEEL 304 OR �10 MSI SERIES OR CCNIRDSION RESISTANT CDA-10 CARBON SIEU AL5 PER 9 11 SHALL BE THE RESPONSOUTY OF THE CONTRACTOR 10 VFREEX THE SOUNDNESS OF THE STRL,CTUIRE WHERE SHUTTER IS TO BE
<br />OIN la IT/ SO "00 11FID MIDIECT11 AND 90 kIiI TENSILE STRENGTH & SHALL COMPLY W/ FLQ.,nA BUILDING CODE
<br />ATTACIEED To ENSURE PROPER ANCHORAG-_ THIS SHUTTER SHALL CYd Y BE ATTACHED To CONCRETE, BLOCK OR WOOD FRAME
<br />swIDN 2. I 1 3 3A ButUDENGS,
<br />a BOOS TO SE A114 .-3?17 CALLANIZED 5FEE,, OR NSI 301 SFAItS S7AIN[f_�S SIFEL, WITH ,16 "I MWMVM I�ELD
<br />SIRE.G IN to, EACH REGULAR STORM PANEL WITH LENGTHS MR 5'-B THROUGH 12`e. AS PER SECTIGALS 6, 8. 9 4 10 AND ALTERNATIVES INN,
<br />7 ANCICITS TO WALL_ �;,,Ai L BE AS rorir FEW & IOW ON SHEETS t, 6 & 12 RESPECTIVELY, SHALL HAVE A LEGIBLE AI READILY VISIBLE MARKIKIG EVIDRUCONG OWNER OR
<br />_ �� TENANT, 10 SECURE --ELS '*,III APPLECABUE REINFORCEMENT DURING PENEDOS Or HURRICANE WARMW
<br />(A� !%_QESTEr1§_L,C&11"_C0�IGREn, 11 THE INSTALLATION CONTRVICION IS TO SEAVCAUUK A.1 SHUTTER WM�GNENT EIRCS WRICNI REMAIN IN cowlmuws WNr,,cE mTF,
<br />1 14�A TAPEON ANCHORS AS MANUFACTURLD 91 I.T W ELUIL)CEFY, VIt (MiE, VMRZ ,,z I) THE BUILDING TO PREVENT W;NQ/RkN WE", ON
<br />- 1/4� * � 7/8' CILK-kk ANCHORS. AS MANEU�ACTVRED BY DIWALT INC, (MIN, 1'3000 ... . I. )
<br />- I /�"- � T/II' 501.1t,-SET ANIINORS� AS DISTRIBUTED BEY ALI POINT SCREW, ROLI & sFsaALTY CC, i 2 STORM PANEL UfSTALLADON SHALL C*MFILY WTTL4 SPECS iNCICAIED IN THIS DRAORC P�VS ANY OMI-DWID A14D ZONING RECULATIONS,
<br />(ME, "L-3wo P.E,L) PROVIDED By THE jVRISDECTION WHERE PERMIT S APPILED TO
<br />- #14- 'o PANELMAIE I'SMALit D A, RWELLEATE PLOS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUtRUN PRODUCTS
<br />iM* ",-30 A�,� TA (,� THIS PADDUCI EVALUATION DOCUMENT (P E D) PINEPARED BY TDM ENQNSER I$ CENTRIC- MI,' MrS NOT PROVEIS jNrCNM4TKDN
<br />- I /4'0 CF TATE-ORIP ANCHORS, AS MANUFACTURED BTT !RQ-FA5T CCERPOiTION (!'SGDO p) FOR A SITE SPFCWIC� PROJECT, �*. O-EcRe FITE SITE CONDITIONS DFVLATE FROM T44E PrO
<br />A 1) MINIMUM ENESEZVEN1 OF TAFCON ANE-40ITS INTO POURED CONCRETE $HAU BE I Z/A'� 7' FOR PANIL%W,F FEMALE 0L) CONTRACTOR TO 13e RESPONSIBLE FOR IHE SELECTION. PURCIVESE AND INSTALLATION INCLUEAC �IFE SAFETY or THIS PRODUCT
<br />BASED ON THIS PE.0, ?RCVfDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETLECTI ON `Hr� DOCUMENT
<br />ED AND PAAIEMALTE PLUS AND 1 4/4' FOR CF TAP -GRIP ANCHORS CONSTRUCTION S41TT AT, SfTE IS THE CONTRACTORS RE51IONST1117Y
<br />"') CALK-14 & SDUD--ET ANCHORS SHMIL RE rMSEUDED 7/8- IWO THE POURED CONCRETE NO EMBEDI"I INTO (c) TLI1_1 PRODUCT EVA11DITION DOCUMENT WILL HE CONSIDERED NVAUD IF mooLnED
<br />sru ' SHALL RE IIER147TSID 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONC MINUUM SHOULD STucco EXIST,
<br />CC�
<br />NO I� WHINUM EDP WALLS WITH DO STUCCO. AND MAY BE HE,= SCREOS OR AU IKK-ADED SCREWS W/G DEAD. Ed) SITE 5PEIC-IC MOdECTI- $HIN.I IEE PREPARED BY A FLORIDA WGiSTRED ENAIZtNEER OR ARCHITECT, IVHICH WILL BEDGME THE
<br />out MTH WING RIDS ENGINEER Or RECORD fE,O-R.) FOR THE PROJECT AND 'WHO WILL BE QMPONS18LE FOR THE
<br />"ROPER VSF OF THE PED ENGINEER OF RECORD. ACTINC. AS A CaEGATEr FINGINCER TO THE
<br />A 3) IN CASE THAT PRECAST STONE- PRECASI CONCRETE PANEI:,. PAYERS, STUCCID OR WCHCE BOARDS 8( FOUNf ON THE P EO ENGWEEFE� SHALL SUBMIT TO THIS LAnER T4E 5DE SPECIFIC DRAIWINDS FPTT ENyILII
<br />EXISPNG WALL OR I'LooR. XMCDORS SHALk BE WNG ENOUGH TO RW_H THE MAIN STRUCTURE SEN,INU SUCH
<br />PANM ANCHORUCE SHALL RE AS MfOrtONED IN A 1) AND 44 A,2) (e) THIS 911), 50,4L BEAR nAt DATE: AND GRONAL SEAL AND SIGNATURE Of THE PROFESSIONAL
<br />ENGINEER Ov RECORD THAT PREPARED IT
<br />(8) LQ_W5Rhk_Q2r2UT._d1CQ_tALL *N_ �_- n
<br />-
<br />1"4. 0 -,Apco.4 *.NcNoFS As MANUFACTURED by I I w BuILDIFY., We 14 SHUTTER MANUFACTURMS, LABFL SHALL BE LOCATED ON A READILY 1ASIBLE 10CATIRGN AT STORM
<br />- 1/4' A � 7/8' CALK-114 ANCHORS. AS YANUrACTURM By DEWALI INC fWN, T` 15OG p., �) PANEL SHUTTER IN ACCORDIVICE WITP SECTION 17og.9.3 OF FLORIDA BUILDING CODE Ow EASE,
<br />SHALL RE PLACED FOR EVERY OPENING. LABELING TO COMPL� *IN SECTION 'It, ��E
<br />'9 OF
<br />I ,92
<br />.1 /4-A 2 3/4' SOUO-S-t7 ANCHORS. AS CSIRIEUTED BY 41 POfNT SCREW, BOL'i A SPECIALTY GO FLORIDA av4LDING CODE
<br />(MIN rAaw PP*0 I TR9S__0RA1W_NGS4AU ONLY
<br />.
<br />- 014- ") 9144fl-MAIE FEMAIA ID MV PANFLMATE PLUS ANCHORS. A's MANUFACTURED LIT ELCQ CONSTRUCTION BE USED To i
<br />LOTS (MEN V_Ro7i P,.,) ,,, I IIINILINAE f OBTAIN PERMITS IN THE STATE Or "ROA
<br />- �-Ro
<br />/4' # Cr TAP -COP &RC"DIFES, AS MANUPACrURED By TRU-FA5T CORPORATEDN �A
<br />44
<br />��
<br />.0%, .
<br />.�
<br />S 1) MINIMUM ENEREIGNEENT OI TAPCON ANCHORS. ELM, PANtLMAITES AND Or TAP-GPIP ANEcHon, INTO Thr C ". . . FLORIDA BUILDING CODE (High VaiocDy Hu, icane Zone)
<br />,
<br />. - _ - ____ ____
<br />SLOCK UNTY SHAILL BE 1 411-, -
<br />. , w2D PIT= � .1p
<br />1 �. I ANIZED STEEL STORM PAR
<br />. � z
<br />- 20 GAGE 9ALY EL PON, `!`
<br />O� 4 167 1. z
<br />5.23 CALK-N & SOU -SET ANCHORS SHALL BE EMEtDIDED 7/8' INTO W CONCRETE RLDOk UNIT NO EMBZbf,q)
<br />INTO STUCCO 5EUN�L BE PERMIrTED 1/4' 0-20 SCREIN5 USED S,0UL RE I 112- LONG� wsoum sHQLN1 �Tqcco I . = , / ----;�,
<br />- _-
<br />EXIST. AN,,) I" MINIMUM �DR WALLS *714 NO STUCCO ,_ 1__' �___ � \ GLOBAL PROTECTION PRODUCTS, LLC, 0"""
<br />_1:aq`.. _> ME _C0 I ELITE,
<br />/ I _1L
<br />I STA OF - _1r_ - __ __ I NE; % .. &A 5. STRUT —
<br />S� ". ". ,� 0 DIII'. .,.. 1 :-I,_4 AB, T11 ENAAE� T, 1.11 20-176
<br />-,, �o, '. .... I . - .. -
<br />(.Z1At,_ - _. I III. P`.� (EE�D1_DP"`. - N., "PIT, .
<br />1. - �. LI,,,,-E I
<br />.1. � . � ____ - __
<br />-, �q -........ ,
<br />*
<br />.. -
<br />,;,,". '916 ,=�I', ��m. — I - I t_.L_ !e�T__! — - .
<br />It TE.IT
<br />'00,01!11.�' .N.M. I P C � - _ - -
<br />If"... .-Ild I TUORKM - 4 17 1 f - 11F�[-!'� �," I , " I
<br />I I
<br />I- - __ - I - ____
<br />INSTALLATION DETAJU
<br />EOR REGU R PAINELS(l) & a
<br />INIQ E915TING. POURED
<br />CONCRETE OR COLHOETE BLDCK STRUCTURES- CoNram ANUNOR,s
<br />CONCRETE MEC"I'm - ,
<br />'SEE
<br />I a ONE
<br />SEEMS , -HftJLCN S)
<br />�
<br />CONCRETE ANIPORS
<br />(SCE SC.EIPAUE ON__j %_..
<br />T111111,, 11 I I I
<br />SHEETS a _.L ..
<br />___ - i
<br />�-E __
<br />- -�
<br />�� , r
<br />�, t/4-
<br />(SEE 5C. W .
<br />MET a OUGN .A, �_ ____ F D. __
<br />1-1 I
<br />CONCRETE REORRITED - 1--4:: -- E-B - "
<br />EXISTING POURED
<br />� �� . - -
<br />-- -��`4,� IV�.,
<br />,�::� '_,---�%, .
<br />1. --_�Nx ,
<br />\-J--
<br />,
<br />�, 1, I "
<br />- .,,� I - EXISTING POURED , ,
<br />CD"CRETE A1101M ,,� , I , I 4
<br />(SIM SCKOV,E ,., (�) CONCRETE REQUIRED, 5 -1
<br />sqxm E, 11"O"JO" 9) "I C' X � I - C"Vq,v_--
<br />`11 - Mi, 7- 1 -I I" mi.. I ,_
<br />,
<br />- _\ __' ,!�, �,, � �� I , � , - - - - !2. .I.M10
<br />t- r : I
<br />�
<br />, -
<br />-
<br />:�_ __ 4- -
<br />- -
<br />, - E/4
<br />; _,�
<br />. � I
<br />---#, � - - r _:: -
<br />1� I e"rrm-,.%r� 4
<br />- L 0.
<br />IiEI_*V.4' - U4�
<br />t"i
<br />I �
<br />` - � I I
<br />I I
<br />EKISIEW TIOURIED ED _ I "
<br />
<br />-"'� :1 1
<br />-
<br />I I ,
<br />i I -
<br />i ; I 7
<br />I !
<br />I
<br />- ��IIL .- I
<br />111�� - - I I I - - - ____
<br />4
<br />#�_I'
<br />,? I tF ; - - A.9 I : `\�
<br />TO. - , a " I
<br />- : E 1-
<br />* I
<br />- I
<br />IR
<br />"roUIPED � 2
<br />I , i
<br />,
<br />�
<br />a 'a)
<br />: �� i
<br />I . - I
<br />� I I - __
<br />,==� 1 - I I I. - I
<br />E
<br />�
<br />, , C
<br />- .Ll' �, ,� E, , � �
<br />I '14 ,- " I
<br />ii 1
<br />, I .
<br />, , , �", ;
<br />1 11 5i , , I
<br />,
<br />1 I— �', 11
<br />I
<br />. � 1
<br />;
<br />4
<br />,%, 11,�� I
<br />4%w, 4%1�
<br />6
<br />L
<br />!
<br />�, I � - (j)
<br />PE I - NCEKMA I
<br />9 _�M .,. =4,. - I
<br />- - , ot
<br />; vmDA,t;ruO* S _��� ; i'm S=
<br />f i i n 'A. 04
<br />�
<br />.
<br />!I
<br />ltf:" 1
<br />-� " " I
<br />� ,,, .
<br />, V - 1
<br />I
<br />I
<br />i . )
<br />1-� - I ��-
<br />J-1vi-VIEW 1 I % WT
<br />1
<br />-
<br />�, 11
<br />t !
<br />E 5=11r_; i
<br />� !
<br />- . NUE..-
<br />-
<br />1 RE 0-
<br />1 vitAm 10 I
<br />, I
<br />I t
<br />i ,
<br />. - - - � I -
<br />V � � - I 1- -11 - It 9
<br />i III I
<br />ZgE�__] !2
<br />! 'I�I I 1
<br />=
<br />-
<br />�
<br />! i
<br />:
<br />: 1 1, (j)
<br />,,, I
<br />:��,1�77F'��, i
<br />-
<br />� 1� i I
<br />I I
<br />- 1
<br />"EST'NG - ED ,
<br />CO1.1m 00IF17E, - 11 " la-.n.
<br />I � i .
<br />1� ,
<br />I 6
<br />Z- , It I �
<br />� I I i
<br />!� : i .
<br />e I I_ I ,�I,.,,�.
<br />i I 1 MALT* �
<br />,
<br />1 4 OLEO AE 3
<br />- ,12 EIr MO
<br />i la- - !
<br />� � 1'1� I I i
<br />I I : ; q
<br />1 i a I 41
<br />1 �-_ I : ;
<br />I � 0 1
<br />�� �1 i I :
<br />,\,�'� '�,I,' �,,N . � Igne r-r t7
<br />. , ; I ,
<br />, �. .
<br />EARYS"JO. 7 : gft:[/�
<br />'1� , _; , ,2 'Ir ELI, 1 � I
<br />- I .-, -, I _*
<br />x N . �%
<br />1 - I 1, � � ED, � I
<br />r"', .
<br />ED I IF ! ", I ' EVSTENG POURED : OL - i �L li Ilrm
<br />EXISTING POURED
<br />11
<br />i
<br />i
<br />Ji
<br />!
<br />I
<br />;1 �
<br />CONCRETE BLOCK - I
<br />I
<br />- elm =E 0
<br />��
<br />REDUERED �
<br />� . : 1" 0, OC
<br />I - I �,
<br />. �
<br />.1 ! ___ _
<br />J�
<br />_� ,
<br />CONCRETE CA I -, If — I CONCRETE OR -� \ � I
<br />. ___ . - - - -
<br />CONCRETE " O,CMEIIE BELOC', 1, -, _:Ea��_Ii
<br />BLOCK I C __
<br />REQUIRED -,� REQUIRED -,
<br />�
<br />I`
<br />I
<br />I
<br />I
<br />- 1�_ eE
<br />1 c-:: 1,
<br />.1. - I
<br />, T �;
<br />— ,
<br />. ___ _
<br />, - - , __ _ _-
<br />I , - I- I - � 7� . L � - �� , _-,�
<br />, , - I - , W1 -
<br />I � ,
<br />\ .-
<br />I
<br />I 1'i!� /2, i -,
<br />P, I - _Y r
<br />I
<br />i
<br />, 4��, F11 ,,, -
<br />*�r
<br />I
<br />,
<br />`;L" � ,�
<br />i - — - - __ __
<br />I — —11 I - - -1
<br />CONCRETE I I I
<br />_'n _W
<br />- M__1
<br />, �_ " wk,-, I , � - � II - "
<br />, -, r , _1_L-1/P. - Evc,g -
<br />/
<br />I
<br />t�l
<br />CONCF0E _ " �
<br />"NHERS 1 4) __ .� (1) ,-I
<br />-.I/,-- .
<br />REWRED � -0 , " W P�I
<br />CON,Rm --s � �
<br />I
<br />.. � ,Z%,,', I
<br />�( �,
<br />CONCRETE AHCOORS : _,��; Z 191o40'. Y"` . �' -` -1 A-
<br />a E'.. 6 TE Coto '�, , '�) �4'�t�21EUY!i
<br />. - TOTE ANC -ORS .,��,; ; I V, v ,
<br />�AOCELERED M/ I
<br />MCI: SCHEDULE ON
<br />:
<br />M=11.11Z 0) ��_`
<br />:Z�,
<br />(SEE SOIEDULE ON (SEE 50IMAE ON, - ��ir S" 6 yq"'
<br />SHEETS 8 TXROEN� 1) .MTs a TNRW� %)
<br />,HCM a "'ROUG" 9)
<br />*,I"
<br />=�
<br />SIALE �IJ'8-1-
<br />CEIUNQ
<br />SCALE 3/8."
<br />UNTING 61 TERRA LD OUT MOUNTING
<br />SMS 3/8-1, SCALE a EF-I*
<br />I . - 1 - I -__- - -1-1 e
<br />� __ � ,- - 4
<br />i ��
<br />-4 . �. - 11 --T I R
<br />I— NY_ EePARANO,,
<br />EA - EDGE DISTAINU
<br />tSEE SCHEDULE ON
<br />SHEETS a & 9)
<br />I TII — I 9
<br />: : - e I
<br />I I X.09. I
<br />I
<br />SQIL .11, ..
<br />_EgR _1
<br />1
<br />i � S"Q .
<br />@k� i ,� ,/,- O.'.
<br />TOP & 9CTrOM MOUNIINGS CAN BE I
<br />�,
<br />: 9
<br />,%,tvAlflH, hfill% COMBINED IN ANY WAY TO SUIT ANY
<br />1
<br />!
<br />L4%1` -k�,f k - A -
<br />�/�71�,,, INSTALLATION
<br />I
<br />,* I .. .. _ _..
<br />� _.
<br />�
<br />- , _
<br />A 0; .. ,,----,,,
<br />I ',�-`
<br />, . ,
<br />01 Ekpi...�,
<br />,
<br />Ex,snm�`PDURED W 11 �
<br />CONCRETE 1 � - . 11
<br />4S. 1 .. - FLORIDA BUILDING CODE (High Velocity Hu CC" Zone)
<br />- . t�
<br />. �- 94767 --. _B
<br />REQUIRED ----,--- - E-D - - ""
<br />.
<br />O""'I't ANCHORS
<br />.j * . .." TELTE:(L W. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />- .
<br />I * : 1
<br />I.,
<br />E)REA", BY,
<br />�'��,
<br />I- SE-DAE ON ��
<br />.. . THROW. 2) ,
<br />It MID
<br />f1ril ING UNTING
<br />as FCA OMM 2A
<br />= .*-
<br />- .,� — — -
<br />. � WE r ' IC - -
<br />1� cP. ,F_ .- 9 / GLOBAL PROTECTION PRODUCTS, LLC.
<br />__ '�,�',' OFJJD`��_ I / T,L 1i Z ;," 7 \ NUX, 5A. 51 STREET, ___2!i_
<br />��___ - 7 -- ,
<br />,_
<br />71-Z - - - � — mm� = P"RE, EAPIC PL 133, 1
<br />-1 r-
<br />, �&- -74�" A, OWNE" NO Co P
<br />,f�'; �Az-W_ __4�
<br />""'e""'m
<br />20 -176
<br />SEA,E 3/8-1-
<br />-, L's,
<br />, , Z~ %=! 4��.M EA, I )M-?N&, - (AA'An-ti.,
<br />j� AD—, ___T_
<br />LIENEAME00I ".�
<br />1 1111111117
<br />1- ��� ----
<br />.&AR I, TIM .
<br />C,-..,,, - , H I =-
<br />BLpirr. , 0 ,Ii � � ! � li �����111j���
<br />I
<br />---- I— 11
<br />I
<br />X
<br />\
<br />"�f 10
<br />/I I L ECO iNc S,
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />__ , I - - , - � . � I—-
<br />WALTERA. TILLJT, a, P.E. fiTZeW@aOI.rOM
<br />PRODUCT. EVALUATION REI!ORT FT,P-P Lk-N. 4416T
<br />'L ,,A, L-e _N1 0001 5,
<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 />Global Protection PrQduqtL=
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />t PURPOSE OF EVALUATION:
<br />Th is is a Prod uct Evaluation Report issued by Waite r A. nilit, Jr., P.E. (System
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2Q20 Seventh Edition ofthe
<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 MLUATION DOClJ9EHT_LP.E.D,).-
<br />Drawing No. 20-175� title-d'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 0712712020. This drawing is an inteR,k
<br />�*
<br />, ,�Mfhli§Q�Is
<br />,
<br />Evaluation Report. 'o t .:. � 144i
<br />'I, '1� ... ,/--,
<br />-_ Siwz� ." . \�VNS '%.:,� -,
<br />, 1�, _�__,;� - __ ,,�, ,
<br />'_�7 �-�-�,�'�_&`44167 . "'. !
<br />2 "-,!4-14,Iiii�
<br />, � " * : *
<br />I � �
<br />6355 N.W. 36th Street, $uite305,11Aiami, Florida 33166 -Phone; (305)
<br />1531
<br />COMPONENTS FOR REGULAR it LIEE �j_AFETY 5TORM PANELS
<br />(SCALE 1/2-I-)
<br />_______ - - __ - ., - - , __ , , .1 15, 1 W (TOTAL WIM) - -- - � - _ I � I -
<br />- I- -_ - 1 _ - . -_ iS,196' (TOTAL WIDTH) - � '- - - _�
<br />- - 11 .I-,----- - -_ � .- - - - - 12-500, (EMCM WIDTH) - - - - I - __ - - 1 �
<br />1 �
<br />I __ - 11 -1 � 6 1/4. ,- _. . _,", _ ; ,,- - - - - --- --- 6,250- - -1_.1_____ �
<br />I
<br />� _1'r. - 1450,__ 1 ,_ "r. - , - "'1500, � I I , ,�,Soo,
<br />I ", � 11 I A ,�, / - 1�=, - N 0.036, MEN. THICK r-I.S50,- ,�,A, �,
<br />I�, I i I I I I/ I S�,
<br />�_ - -1 - ,If� ---;, ,. - - "
<br />, - - GALVANIZED STEEL 75�'- ",�5,,
<br />I
<br />0 I X-1, '* , ,�PIQL` I - ASTM 01-W 11
<br />)� _: � � / �� !S-
<br />r
<br />'2157.
<br />� I .
<br />2 1 MADE 50 NOP
<br />/ - �k \ iLom' MIN, THEM HEUM q ,- - ,� 'IMU HEMMED- _� , �
<br />I �1' ,e / 1 4 1 GALVANIZED STEEL / EXE -, " Ie .11 I '851" G-60 WV. EDGE �
<br />, � I I I- �
<br />O*
<br />210o 2�0-,;-X I i�� \ ,, ASIM -65) 1� / T - I .24'.;', " Hn rYP. � I - ,
<br />, ±EEM.UD \�� OPADE 50 IANAMUM \ 0 DETAIL A-, ED OrTAX. Al
<br />- ,
<br />, EDGE / I � - DC
<br />lls G-60 OALV \ � AIL A _`E ;
<br />_11i". A I 1 485
<br />i , - . - - - I � - . - . - A!
<br />- �, I I � -!.j-
<br />�_
<br />�__
<br />- _ _ _ ___ .... ------ - 1.5�w* . * � -1 - . I
<br />- - - - - -
<br />�
<br />,
<br />- � _ __6.2SCE*------- - .350*
<br />T 21ORM-PANU
<br />- -2.187- - -
<br />�, �, : I - '.
<br />1_� ,_1 I , f�i a /--------------- -- --- - -
<br />I W I, 2.1 EE7
<br />�
<br />I -
<br />PAMELS "D UP __� �` . I 1 4*�Z(L, 1/4-.-2% .12�:.
<br />-D EDGE I � _ -1 I I 1,25G' ,w' U�_ _12.� I- .7bol I- Z4 SERIES SINE SEF'"
<br />W/ '04k - ,_ - .1 �Iw R, a I I I J ,125, SS MUD WiMD S1S_ STUD RTICTED -IW-
<br />` =�
<br />: i -
<br />r I
<br />,, O ----I I To TO ANGLE � T
<br />I
<br />___ ,,,,,' - X_.QAI` "", - . ! I, 42 IP, 00
<br />I
<br />,< , - .. EMA. , _', *0.08' I I O 11
<br />� . ", " I OQr - � i .t - T W,
<br />1 3.375" 1 ODD 14001
<br />"YN,_`k�,Z�_- - 11 ,,',� I 093, )... I 2-1?5* 2, . 1.500 '. . 4 Sm
<br />-<_ � I 939*
<br />-[ -
<br />-,, - � ,
<br />, os� I . 4
<br />b 2"- --z �-� - r ,...5- DVA�: AEL =��
<br />// -1 "TE�_ , - - L-1- I %� kn I , I 1_3z� � I
<br />F�I:w
<br />11" I 11
<br />I A 3 I,] I I � � I I- ___ - -------- _.______ - _========� 125' 1
<br />[ 37 i
<br />/f � I 5
<br />I �
<br />�a� � - I
<br />-1 a -
<br />If �.".. 4 — _R_ ._'11
<br />. L - ��
<br />L� I ")/ I . �30;�, - . S, M - - - _ - - t.500' - 1 1-500
<br />nt�000___
<br />w -_
<br />/I#_1__2.00U' -_
<br />ROUNDED ORNER 0 ENDS Of' PANEL'S -off
<br />END UP W1 HEMMED EDGE,
<br />03 74LAAM (�) ANG11 (4 ANGLE WITH STLM @ ANGLE Mi
<br />(N.T S)
<br />REYERK-=
<br />I - , YAMES
<br />DE"
<br />�___l
<br />i I Sa
<br />: - 1 f__J I/tIE a 2p, - .-144, - TYP TOP EDGE .374" '096' 4�1, .EEBE, 750' -
<br />1'�
<br />I OF PANEL AM. _,� IT I Aw 11 � 310^
<br />I -
<br />-_
<br />� , _1 I 12V ,/.*.2OL X. SERIES
<br />' - - - -F=iF - -t-1
<br />-
<br />_' __ I
<br />. I - _� I I
<br />. 1 __.A_3_._1____\ F _-_- - F �+_ � I STUD RIVETED TO
<br />�
<br />1.407-1.963-Lj,�_ - -_ i_vo-,ew I .840" i .
<br />. 3I5 . " - , - � � A7 12 1/2- d�
<br />, :
<br />-
<br />-I / 1.6; i ---, -1 I r- --- ----I
<br />I _, ( ". ! I I
<br />I t A 590' 1
<br />I k ogr $71 \
<br />I 343 1 1� . - I 1
<br />L. . �,
<br />"W.
<br />%-1. -1
<br />- � - - --t A 063, k� I &3- 1 0�5' I -
<br />16', HOLE F
<br />I _ � I
<br />I '.
<br />46 LOCATION AT _ __ I 1 750
<br />8. I
<br />T
<br />�
<br />� , I
<br />EVERY PANEL OVERLAP .B57. . I I I - . " I- - - -,-- ___ I �
<br />I .
<br />-
<br />I � � ,M' -W4'
<br />,,� - _/ 1. -- 2�000 -- .-
<br />-0YP)
<br />7.000' (�)KEY HOLE WASHER __�� /;`% .
<br />- - o", ', ;,,� E' TRACK ANGLE (R 3X 'E" IRACN IT FLAT PLATED
<br />i 1 OD,36, (MI,�) , DBA' "If ._� WIIH SUD
<br />I GALVANIZED STEEL - 1 �W ,AVELE011444",
<br />I � �, - - 4
<br />1 L, , IS' LON`0 11 �, t___,� I � - 0; A� f1Q#N
<br />__ V Z - I ) ,,e,-v ,
<br />� -- 4I 4 �- I it L -_ I , �\�",�k `-110'11-
<br />��
<br />I _ ) N ,,\CENi� '.
<br />I , ,0
<br />4F-.-
<br />nro 'j. � �� %
<br />1 3 � � I
<br />?I
<br />I
<br />k
<br />� I-, , 3 3 - No, 4416T 1
<br />� __J .
<br />i5 .
<br />M
<br />I 112
<br />I = 1* -
<br />I I , Z*! -*f FLORIDA BUILDING CODE JH gh Velocity Hurricane Zone)
<br />- I—- , .
<br />I M. BOTTOM S ..
<br />----------- ,-,-I , 063, ", 1 _4ANAC N�CN:EL LOU Or PANEL 1�� 1% STATE Of ,',!�f WM MTM `NC. 20 GAGE GALVANIZED STEEL STORM PARE), 11
<br />12S'��:i,S- PLATED WINES NUT � "4 1
<br />!_ , -?-SO . F Ii, " " .S OKWN 9,
<br />I ' 0` ' ' -
<br />'Y
<br />I
<br />_-2.0W_ KEY HOLE -,,. e.', - ,,t !%"0,14 I,,- _____ no
<br />,�,- �.
<br />(�� "I . 7� _ _
<br />I 0 __P
<br />--%,-,, , O� L GLOBAL PROTECTION PRODUCM LLC. 'E".T,
<br />PR 11H, AT PANE ��?� ME c —5...
<br />/r7i L \
<br />___ _ _ _ .
<br />_�
<br />- _�. _" —
<br />08 2*XZ'Xl X 4ftn#NPVV1 _� I _4, 11_,�� I .W &W. 61 COW
<br />" -Y � -�,' INULIT DUSTWO, III 001"ACCRE" OAWL R_ WHI -176
<br />mTERMTNV_Y USE *,1X NILT W/ODT f 20
<br />__�AI, *V- A,EONE "BRmi-nus. I,- (�)*%sno,
<br />NIONOUTEIIC WASHER A/ A00DIONAL - -
<br />ALINIM MGLE V - cl.O At, . :a
<br />i
<br />. 71WO.313r WkSKER (STAINLESS I - k --I — I - CANIAERC -
<br />O'E. sEAL/%NArEW,/OAEE ---I- .
<br />STEEL OR MCKO FILKIED MEEL,. *ALBM k ft� ", ,., i !�* i MM - --L. - - L__-�
<br />I .1iLL-1-17 - I - I . I - I _ - 2:- -
<br />:L �J
<br />- -11, _
<br />I I
<br />- I - I'll, I I 1 - -
<br />IN51ALLAIIQN DEIAILS FORR ROULAIR FEANELSQ) & OA END MM WAU FOR INU&A-110N IN fflW MOM
<br />INTO EXISTINQ POURED CONCRETE OR CONCRETE BLOCK SIRUCTURES QXCRM %= QR WOOD
<br />I MIZE PPAMAhTE rrUka 0 CONORLIEL )AK�ORS 1,
<br />?A ��' &,�""11 - _ VAUD FOR REQAAP_ Uff -MM M E:2 R" ,1NN PAIIML S51N
<br />� LUS OR OF W-OW ISEE SCHEDULE OR _� I I -- "
<br />I ;EE SCHMAX ON SHEET A III 9) SHEETS , T"",
<br />.
<br />, ;) �.", Z( .111:110V 1. 11
<br />I . I ... -I'--,- - 11 I
<br />�
<br />: I I I MITI, .
<br />_� I ' 'I - - . I
<br />� " , �
<br />'* /2' 1 I:bffic,
<br />I �;:,:_,_ - - - "
<br />I ,� I �, . -
<br />- � " I 0 �
<br />.1 . ",
<br />. � I . =.=142=1 - I'll
<br />I
<br />I . � = _V� "
<br />_.
<br />_7�__= �._; I �� 1 - W_ _ . I I ,
<br />%2m;1PURED � �:,, i ED ", 4-) - - � V_ %_ _.. �,- ii,__-41-4�
<br />ROX"Im 1� I '. 011 ! -- .
<br />!4� .11 I
<br />, I - I t C3" 11",
<br />� �4 1, I ,
<br />i E. "I � ; , I I - 'j, -, V4"_�.Z,��. � I � I I'll L_ ,il
<br />.- - - � , �_,��,� \_ (2)
<br />� �,,, i - I iii ,--/" I I
<br />1
<br />I t �t, I
<br />I � - I i � 11
<br />� , , r.110 I- I I ;I- - r I
<br />- - -LL, , L, i 6 gw'm�w I
<br />�,, -�, -, , gm � -11 -
<br />�� t'lr - -I- - �
<br />i �.
<br />I NO ) -
<br />- 1 1 - I \
<br />=-.&I 1-94,
<br />- �i CONCRETE, BLOCK
<br />- 0) fii
<br />: � i / � , 2� -
<br />i I A NEEOUNKEEL I 6 '?
<br />J
<br />- - _�11= -
<br />I I � T1, -
<br />� ! I C%k7") (D-* :r: ��,_
<br />I !_
<br />I
<br />I- � , - : 2 1, � _ 1. , � - , , -1 I -1 a I/- ---
<br />� - - 111� I f �` I §
<br />§
<br />11 I
<br />i WI* 0$ __� � � _]�111�14 S 3/ .1,
<br />Er .
<br />I .-IN OF 9 = ; � ,".
<br />=__I I I fi-9. - . 1�._ = . Z
<br />i AMID. " 1'
<br />', � = W. 'HEA
<br />I r i `Ia 50HOUL' � I - P.. I ATI.
<br />`,N � 0 1 M=I�. -.1 - I I
<br />1 i I :=�i.,
<br />PET S0,H)w �_,
<br />Qs�� IvNIL
<br />-1 ON MADE 6 - - - - - I .1 �__ I __
<br />- �� (V -, 10 J,,Z I - (j) d _T I (D-0 I
<br />. GUARL I L_
<br />I
<br />- —
<br />1: r. -
<br />,. I -
<br />I P. ; =-. I -14/�, _j
<br />- I -
<br />i ,-Ar"Vi 6
<br />-1 1. I _E1_ -
<br />777t7l 1 7, 77 . I IVERT 1PDO I 2 --- . _/7\ -
<br />-, . 2 ,,� I ,, �-I�,.o -
<br />I � ! 11 �-:� ,,�`_'�::�,�,., I E- ,1� -- � - "
<br />1. . I ... IMP
<br />I
<br />'11, � I . ___/ =;1=F1.X=
<br />DUSTM POURED E D. I i
<br />, "I "I I� _1 : I —
<br />CONCRETE OR , � �
<br />CASE C (PLAN)
<br />CONCRETE BLOCK I � 1. I ED "I
<br />REGIARED SCALE 3/16' QAK&��P)
<br />1� I I USTENG POURED . . - M ! I
<br />I I CONM-n 00 I __ - ____ - i
<br />� - -
<br />le_g�, F-� ,1. - �
<br />.1� - --� - =----%.
<br />. I REOURED, I I; _�� 0 - My_ -.I,,- - Q�,� - �� r.--. =04%m. 1
<br />,�,,� —L-1- - - - I ___ R �' - 1,
<br />I
<br />D, , , ErIM R I . .
<br />CUPI-1. OR PMEELMA, , .3/4, � — - ., — .
<br />, , [ ,
<br />,�" �� �. i,�', ,',::r ��, �` �,
<br />mt I 1'� ��,, � �' ."'� �" = = i . .&C =m —., IN 1
<br />0 MO ANO.MATE - , -, � 1�. I � - - III
<br />. , COHEVADEE =RS A
<br />OLDS LIP CF TAP-o" ___
<br />;� 1; , - - -
<br />, ,
<br />ON MC Som I I I
<br />�?
<br />DID, SCMEWAS . - :
<br />SIRETTS 4 A, 0) nu Im.) SHEET% a "O" ITT , ,�
<br />INANNITING (a "I BUIL12 9 UNIM12 � W324t
<br />I I-V I -,,
<br />N Ir \ ,f, / I ,'-
<br />I
<br />MEMW
<br />- ,� PANEL I rl'.0
<br />W%_� .00=1 ,W1111- EUE� - A , I_ , '\--,/. W
<br />A�,
<br />. ZE,== A,
<br />1111,M)GE OF DOSDNG _1N"AN__..IE
<br />I 15PENEWLI'm * NEW I - WIDE T VARIES To' TANCE
<br />- 0-8
<br />[
<br />J�
<br /> q� � THICK ALUM TURE 09 . BUIE ON 11 c%p
<br />I
<br />I
<br />I DUSTING STUCCO/ PT WOOD PLATE SPACER I & 9) Z,Nm)
<br />I
<br />�,� I- WOOD BAND
<br />-
<br />I ; * / I _101
<br />i , NEW I' MOE , VARIES I, 11W 11 : NOTE FOR CC I
<br />, , ALUM, TUBE OR I' , VARIES - `
<br />I 1, PJ WOOD PLATE SPACER ,� I
<br />� �, I -TOP & BOTTOM MOUNMNOS CAN BE
<br />,I �- , I � I
<br />CONCRETE
<br />6 , - I BEHIND TRICK ,,, COMBINED IN ANY WAY To SUIT ANy CAM&'
<br />... 'V�N)
<br />'a �� NEE SCHEDULE � ,. I INSTALLATION.
<br />... �
<br />— -T"-;, ---T--. SHEE75- a TTWODG,�, . _ZRACK C-1 ".- I
<br />f___:,_ff) � 0 M�l C_ � � --#'-' ! k I '?*,
<br />7 , .1 �2k ._�: : " 11�1
<br />..
<br />4 - __
<br />EXISTING - _-.11 wx � aE . r � FLORIDA BUILDING CODE (High V*;oCft4y HU Cane Zone)
<br />A
<br />.
<br />OoRrAm '. .
<br />-
<br />__XKm Amtmm - SPACER HEKE. 10 K
<br />= �
<br />( I Ie2' ME,, CONCRETE at � .., rp
<br />��_ MEDAL . MI'm - f :'* I An" `RUTCO� - 20
<br />GAGE GALVAN
<br />M sHmD . * 9) M... RECURRED, IAAP�el No,"N', - : 4 IZED STEEL STORM PANEL I'VeN ETI
<br />3
<br />= =
<br />X6 =*: * ,--,:177��. - Q_ -,-- I
<br />3 . . = " � _ ' ' GLOBAL PROTECTION PRODUCTS, LLC, "
<br />- . Q, - - "
<br />CP it or, AC
<br />Q lL FOR aP IRS REQUIREP A11ge-0 - -, I ... �, f hLIEC011149. � VKKE S.. 51 !,�, OAM
<br />I— ..I.- I- roll.--> 40AC, R, 34314
<br />niz v�.,P�.-�� RIDII, 01 20-176
<br />_"LL411.=0`..W A,A.0A N ... .�- LEN54,50- __ ... ..... _9 __
<br />- J
<br />" e � EARN W. - � CNIQ _-1.1
<br />I !; ,. " tAMAI0.
<br />- � --I — E - ,--I — � -
<br />'111�:*T.111L.0'1f*VF_`I s"TE
<br />--- H - 11 - i 1- - I ,
<br />� -=- 1,1.1j, .- , --!ZT:n MM H =1-1 A.
<br />I I
<br />PRODU`CFEVAf,UAn0NR".0RTN0. 2111-4727, 2
<br />P .
<br />a 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 E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814�01-01 dated 0311 1102 witnessed by William
<br />R. Mehner, PIE- Borlz Moroz, RE, and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edrnundo
<br />Largaespada, P.E. and Henry Hattern, 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. 11.23,01-10, dated November 23, 2010, signed and sealed byJulio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009,
<br />s1gred and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test at
<br />per QC Metallurgical Report No, 1 OKM-1 318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-B.
<br />2,"TRUCTURALENGFNEERING CA�P�l NS:
<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 Tilteoo,
<br />Inc., dated 1211 B110 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. 7111lit, Jr., P.E.
<br />1MISSILE IMP -ACT tESI$TA
<br />,N
<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 LOAQS_RUISTANCE:
<br />24, Gage Galvanized Steel Storm Panel hasr 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. 20-1175.
<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 (RE,D.), drawing No. 20-175.
<br />24 Gage Galvanized Sleal Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard.
<br />1,11010111111tiq'.
<br />.% A, � ,
<br />,
<br />.
<br />.
<br />.
<br />.
<br />.
<br />�- - -,-'� .
<br />\
<br />-1 _�1711! ....
<br />71, �� - - . __ .. szL
<br />9� ,I S
<br />____:__._ __:��. = 1 67 ;*=
<br />.
<br />-2/s, - " : =
<br />— I �1_ '/ Z -01, STATE OF .'Q--- z
<br />" i� _�P. 11 "C
<br />"O.... I'l .11, _Q
<br />r� 1,40 ."
<br />*
<br />,
<br />11. , ,
<br />" ". I.
<br />14, 1 1 � "' ,
<br />NZSION It.
<br />illi,I)IIIINDF,01
<br />I
<br />PRODLICT E, VATA IATL0XPXMRT NO, 20-0727.02 3
<br />5, INMLLAITION:
<br />I
<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, 1 5, I 5 and I 8 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t.-MATIER[AL CHARACTERISTICS 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, CW2
<br />VIQ
<br />C:11
<br />Anchor specifications Shall be as Indicated on sheet I of 18, of Product C11*J
<br />Evaluation Document (P.E,D.), drawing No. 20-175. -4-
<br />7TA-UMITATTION,
<br />5 AND CONDIDONS Of USE: __J
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated --I
<br />on sheet 1 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. Tillit, Jr., P.E.
<br />7.2. Product shall riot be installed within HIGH VELOCITY HURRICANE ZONES 1<
<br />as defined an 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 />Pmduct Evaluation Report prepared by Walter A. TtIllf, Jr., PIE, (Florida License (
<br />No. 441167), President of Tifteco. Inc. (Florida CA-0006719).
<br />WXPLL
<br />D'ITILTE�COADIAONRECORQUkP E.REPORT.2(
<br />ISALVANIZED STEEL STORM PANEL E,DRWG#20-175I;
<br />1
<br />1/4, 2/4. 3/4, 4/4. 5/5, 7/5.
<br />ri�iW/10, 2W/10, 3W/10, 4W/10, --he. Els
<br />r-wr5W/10, 6W/11 & 7W/11 P,
<br />,
<br />�'. MAX_- _ 11 ANCHCEFES� FOR CONCRETE SM SCHEDULE ON SHEET$ 8 & 9 ------ - I - ___- 1, MAX -
<br />I . MIN, � I FOR WOOD SEE SECTHM ON SHEM I 0 & I I I I' MR.
<br />I
<br />--
<br />I 6 0 0 0
<br />—
<br />77=- �------ 1� - __ ___
<br />I&' __ =771 - _�__ --7-7IE --- _I__T -------- -- - , - - .
<br />- - - -,---r -, - - 91",
<br />D.M(j)l (�)' (�D+_
<br />I- _ r" 1 T_
<br />1, _Z I I i I 4
<br />I 1 , I I I I I , � I V
<br />I I i I � I
<br />"i �1'1
<br />I _-�__ — 11 , �,_ J 1
<br />04+(�),(�),@, 6 1 I T" I I - __ I'll, I I � I I
<br />-ill I � I - I I
<br />i I I :
<br />1 I I � 1 1
<br />_TMH_,,U 17,11F I
<br />I I I I I I � 1 1 Z
<br />1 I 1 1 -
<br />I I !; � 'k, 1 1. i
<br />I I l 6� �; I .
<br />1 1 1 i I I I �
<br />I , i I I � � 1
<br />I I I I ,� MI i � i �
<br />I i � I I I
<br />i�; i i I
<br />I I; 11 11 . �
<br />� i� �i �! I ''; L
<br />i 1 � � , 1 ; I � ED
<br />i i 1 I I ` I I - ! I . ! - r " L ` - _�� I
<br />I - - - __ __ __ __ ,.1d__ L___ __ L - - � - , - I - - _ 1. � - . . - I - __� -
<br />, � 9
<br />I
<br />I ___ I - -I----: J T: 1, I 1 --- J_� � -, �,,__ - , � I -, - , � - - - �
<br />I I i �
<br />I I ! i ! � F I .
<br />I I i i I i � . I
<br />. � ; I ; ! 1 - ,—I -, --_� I
<br />. . I 1 1 _,"'i . . i -L
<br />I
<br />II 4 -, I 1 I , �
<br />- I I I I - - I
<br />� ;
<br />I I I - -1 _ _ _� -, - I ;
<br />I I I I I � 311- 1 . -,
<br />1 4 � r 1 � E I .
<br />- _� - . t I � i I . � -Ior
<br />� � I � _1 - I., � I �i � , 11 : I 1 !A
<br />! � I
<br />I � I i ; T � . I . � 1 I
<br />i
<br />I � . . : I I
<br />I i � I � I I i I � I I . I I I � i I
<br />I I i 1 1 , �kj i - - �_ - - . - - -1 - - - - I
<br />I 1 i i I i i i I , - I I 9 , f ' I �
<br />I
<br />I � � I
<br />! 1 �UNEIOLIM PANELS 1 � " 1 ; : BOLTED PAND-S W1 1/4#-20.1'
<br />, i I . 1 ! I
<br />1 1 1 _,, ;
<br />x I (SEE SECTIONS AS ; I : ! . I i ; � 1 � , S.S. M.S DOLT W/ 7/8' . ,3/32' :1
<br />, -
<br />I T . , I + i , WINGNUM 0 EA- OVERLAP
<br />! 'APPLICABLE) . I I � ; ! I I � �
<br />! I T I '(SEE SECTIONS AS APPLICABLE)
<br />i ! , 6
<br />I � ; I . I I
<br />,
<br />i I i � 1 1 ! � ! ! i . 1 1 � I 1 ! I
<br />I I I 1 1 1
<br />� I - � - I _ ! � - I - � __ i - - - � - J ! �
<br />- I I, - - -1
<br />- - - � - - � - .I. L I_ - - - � . L L�
<br />- I
<br />-1 .� "I � - � - -- -,
<br />r ,-"--r - , - ,
<br />'1_ I --- - - -1 I I . -, T - - r , I . I � , F,
<br />,
<br />- I � I I I I T I I to
<br />, � � I ` I I i ; I � I I
<br />! I
<br />I I I I � [ i
<br />I I I i 1 : i I
<br />� I I
<br />i I I ` I
<br />I I � � ; 1 I I ;
<br />I I I I
<br />� I , , : i 1 1 I
<br />i , I I � I ! I I
<br />� � � ; i
<br />I,
<br />� I � I � E
<br />I I � � I ; � I i I � I
<br />I i I i
<br />I
<br />I 1 t i I , � I
<br />I I j i I I � I
<br />I I , __ - --- �, - . - I - - i . i 1 i-
<br />D, M,, I (�).+ _1 , , - � I ��, I ! 1
<br />(R- -II; ,�,-) � I . J "W i 'I I . ,
<br />@�@ - L" �if� ��, I e a I I Ri� i- � ., I . f
<br />_�� �
<br />@-@.(�)-@� 06-r___3'WX
<br />I
<br />1/4, 2/4, 3/4. 4/4, 5/5� 7/5, - -, MIX
<br />_, I: MIN �
<br />" WIN
<br />. . IW/10, 2W/10, 3W/10, 4W/10, � s/5
<br />-11"-, , " - 7w/i 1
<br />ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9 -, - __ -
<br />- 11 - I I FOR , SEE SECTIONS ON SHUTS 10 & I I
<br />WOOD
<br />REGULAR STOR PANELS J) & 9; ELEYATION
<br />N T.S
<br />2 67' 1/4' M-, CAP
<br />(Mix CNERLAP -'_ WMW VAIM lil
<br />.4 ,' I - I I - �
<br /> -
<br />� , I
<br />I I I OW
<br />1/4' '� � -
<br />MAY., GAP I I ,%E,01 * ii 104", \-./
<br />,,#,.,�� . . up",
<br />-1.. '�,,
<br />. ; I , S;....5? ��
<br />
<br />I - I/
<br />i - , FLORIDA BUILDING CODE (High Volactly Nor "cune Zone)
<br />f�) 1 -
<br />-4," . 7�
<br />1 �... . OCKI;,U T,LRECEL INC. 70 CAGE GALVANIZED STEEL STORM PANEL FP
<br />. ORION ON,
<br />- .
<br />: =
<br />SECTION A -A:= *'. I I r -11. �_ �_ I I GLOBAL PROTECTION PRODUCTS, LLC._0_ —�n.
<br />N.T.S, � -.0'. t
<br />P, E __1 / IL ECOim.-\
<br />.,,,__--- -
<br />lk,p - , , - - I- .W S.W. a, STREET
<br />- . 11 to ANY
<br />I, . . - OULET TIC'ETIN'IL & E 10 00 MAE. n- 3WI.
<br />- I M .. - .� - M=� r.A. R,QkE�- ,WHIENWII-71H5, � (WIDW-15INIT? 20-176
<br />,e !? .,
<br />nd
<br />,
<br />I .. � .. 11 - -)-I-- _,�__., OK� ..
<br />" , , "'
<br />, I 10" Qamt Ut I -...w. � �_ .
<br />I �I � At. rUEEL/OA1T WqJU` I T'LUT - M M ,,ND,E3 &.
<br />I -
<br />I
<br />-
<br />I�STALLATION
<br />INIQ EXISTINO FQURED
<br />DETAILS FOR REQULAR eAN
<br />CONCRETE OR CONCRETE
<br />LSr1) & (I'A
<br />ftQ!aK 5TRUCTURES
<br />ANCLICIRS- FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />CONCRETE
<br />fgufta) CoNcRETI
<br />- - PQJRED CONCRETE
<br />_,,,-- ___ - ___ - � - - __ -
<br />FOR WOOD SEE SECTIONS ON SHEET 12 I
<br />�- WED
<br />C ONCRETE BLOCk
<br />I ---
<br />I OR CONCRETE OLD"
<br />oft COWWOE BLOCK
<br />3, it.. 2.67' 3 M",
<br />REQUERED CONCRETE ANCHORS
<br />- ZIEET SCHEDULE ON
<br />RECURRED
<br />I I __�COMCRM A11110111!i
<br />� RECIEUIERED
<br />I
<br />. CONCRETE ANCHORS
<br />'. 'P, (MEN. CNERLAP -I WHOLE W-LEY) I
<br />.
<br />- � - - _Jh"S. s4r W2 , - i-
<br />I
<br />SEW 9)
<br />t. .. DEN
<br />� TSEE 504M ON
<br />I -_ 0.111. FV- I i
<br />I
<br />: , ,
<br />SEW -I
<br />��,
<br />-
<br />smtET Sir
<br />. �.,
<br />I
<br />'�,�
<br />I -
<br />* i I � . - , I * ,jk --- I-
<br />411' W - I - ; 0 1 I
<br />z I
<br />i
<br />.
<br />e � - 1-1. .
<br />. : , � I
<br />I ,.-� 1, � � I I
<br />,
<br />I _ , _ - .1
<br />I
<br />J "
<br />� ---�r ,) !
<br />-
<br />--] - - - - 4
<br />,
<br />: -_ � .
<br />___Ic--�� 5
<br />� r
<br />� L , I : � i
<br />� _� : I I � � - I I , . �
<br />� I � . 'i � ,
<br />. I I : I � I I I I � � I
<br />� I ; � I
<br />I
<br />i 11 : r I . I I
<br />I
<br />lt-E_,��
<br />-
<br />��, � 1
<br />� �
<br />� ., �� ; ; I
<br />I I
<br />i ,,"' � 1
<br />I %:�� I I
<br />1 I 1�1 I I
<br />I I � : I
<br />1, I ;
<br />I I � � I � I I
<br />I � I H : ; t , I � � I I z � , I !� i SOX
<br />, : ! � I : � I , . I . .
<br />, , , ; 1 , OF 'L'
<br />:
<br />�
<br />� - I �
<br />11 �,
<br />E,
<br />1 f
<br />,� '�" _� I
<br />31 �
<br />"
<br />11 I'- I I
<br />� I �
<br />�, i I -
<br />" . � (a
<br />III �
<br />I . I'. � , !
<br />i I,L,-" : I
<br />�- . - �1
<br />
<br />�
<br />I I I : ,
<br />. � � ; � - I M"ll
<br />I � I � I ! i I
<br />1 _ I - __711''..- _ ,.
<br />I I) I 1. -1 -1 _ __111�11 ,
<br />__ -, - --- ---,,- -, -�- , - -17
<br />--'
<br />-
<br />I ;
<br />� � � I
<br />1
<br />,- I
<br />,�� 1
<br />4 L�',�� I � ;
<br />t I �
<br />I I
<br />�!-�,-�-' I I, " �,.:�: I
<br />� 1
<br />�
<br /> A :
<br />"
<br />, , ,' .
<br />_`4;�",�-,_ � I
<br />�T_F____
<br />- � 1. .
<br />i : L i
<br />� � � I I , -
<br />_�__ ,,,- ���v
<br />:�� !TSV.11� � i � � �j� I _ �, �
<br />!*
<br />I
<br />�_161 W~NPI I � �
<br />X M_ I
<br />(W �`.U` - I
<br />, - SEAVEd" TEE i I
<br />L_ .. I 2,
<br />= � : � r
<br />I NA i I �
<br />J� 'r.L,r. : 0
<br />, I I �, I
<br />"I 1 - � z � I � I I.. � - .11
<br />;; 1: � - � �
<br />� � �, 1 : I
<br />�� 'I I I I 7
<br />� I , - . � � i I 7 . � I i � It ,
<br />I
<br />I
<br />_ - F I
<br />1 ; ;
<br />INERO 63 I i
<br />i �
<br />I I � A
<br />I 'Per 6) .
<br />� ) 5 M
<br />I � :
<br />I I I 11� I . I 1 � � ; ! � , � � I �
<br />I � I , i �i: I I
<br />I � I I I
<br />to
<br />.
<br />I �
<br />- I I 41
<br />, , , .
<br />I I
<br />i/.-,_,,,N,.1 I I f ti
<br />,�.eom .1 n W-
<br />.... I. H �,,, I I ___ _11 ,, �
<br />, ,.,�
<br />:OY,
<br />I
<br />. 'A
<br />-
<br />I,/.-* Z(NI. i Y; cj 9
<br />� -
<br />is� sm.. W/ � T, ; I i
<br />t1,1-. � 6 � .9
<br />NUT * 1 , -, �
<br />- - - ,,,,
<br />f , . � �
<br />4 In d 5
<br />in= �/_ � I --,
<br />I 'M .
<br />iw.,.,,�ACH I* - -
<br />,
<br />I � f
<br />11 I , � I I - � I I I
<br />- - . I . X
<br />- -�7 . - - - : -T � . .
<br />I , � � . I � I L
<br />L � I i
<br />[ � ' � ' : i I � I
<br />. � I I � I ! I 1-4"
<br />, III
<br />_` 1V
<br />11� I
<br />�_ I 19
<br />I ,
<br />I, i � y A
<br />; - �
<br />T
<br />,� I I 1 ! I
<br />I : I 14 I
<br />I I
<br />L_�
<br />�, _ - - _-__�_ �
<br />-
<br />I -
<br />- -_ -_ - -
<br />- —
<br />..--
<br />E - - - J j.
<br />��,�
<br />- 11 - - - t4
<br />� :
<br />� I I
<br />. � � , I 1 I
<br />i - -- --- 7 : - ...
<br />I : 19
<br />I
<br />—, _ ,'�
<br />I �
<br />— ! , : �4
<br />I —
<br />I I
<br />I �
<br />� � . .
<br />I
<br />I � I, b�l
<br />I i
<br />I � I I .
<br />---,.-- I - � , I — — �
<br />Z�_ ;a - I 6__� - I
<br />I
<br />I
<br />I ! I I
<br />; 5=
<br />�_= ; Sox �! 4- _: 'L
<br />I . -
<br />.
<br />I
<br />wk�
<br />I -
<br />Rx am WM 3-.4..'
<br />- 3' - D.M..g 6 LO.VIMM I u,".
<br />, I I OF 'L,
<br />;� MAX
<br />F ,:,.T,: r7:-�" �
<br />I
<br />� -, � - (3)
<br />. I
<br />1.
<br />� OF
<br />_� � ; I MAX
<br />.- � i a
<br />. !
<br />t I -
<br />I I ,
<br />I I
<br />i
<br />. 1
<br />__ I SD%
<br />"" �, -_ � � OF "L'
<br />� ,� : 1. ,�'r: - ,�
<br />41 I , MAX
<br />�4 11 - �'.
<br />I � -1 ,
<br />. , . If,)
<br />m,,, .. - .
<br />I. ".
<br />ANCHOR& FOR CONCRETE SEE SCHEDULE ON SHEET 0 -
<br />--- -- - - -
<br />FOR WOOD SEE SECTIONS ON SHEET 12
<br />� �
<br />4
<br />EL -1-1 ; � EF
<br />,�. t ,
<br />i .�� , I
<br />E P. !"', J. - ,
<br />,
<br />-:,
<br />SO �� , �
<br />- I
<br />REQULAR WORM a ELEVATION
<br />I
<br />,� I SEW 0 I.,
<br />,�,,, ,-r =
<br />,
<br />I "
<br />::,�,
<br />" * I
<br />-, � i
<br />: I '�-,,
<br />.1 �
<br />, I T
<br />LE
<br />� I
<br />t :�,; .
<br />I � I
<br />,
<br />: I , , �
<br />W��,.��'&
<br />,
<br />f/4 - Mo. W
<br />i 11
<br />� 1_1 , 11
<br />� �, I
<br />I , 1 1/4' I
<br />I " I
<br />, - 1
<br />; , ,
<br />..',
<br />: �. �, I ,
<br />- I
<br />-I I __
<br />500,;
<br />I __'
<br />-, , 1,4'20.3/4- S.S, SIXT
<br />� ,,��
<br />: � W/ 7/ro/37- WNE; NUT
<br />I .
<br />c ___EZ :� : 1
<br />� t � � 1
<br />I ! , I
<br />__
<br />i
<br />i t
<br />- -
<br />2.W
<br />(UK amcwp -1 WHIZ wkirr)
<br />-, -
<br />, 11��' - I
<br />`
<br />-.,_
<br />i I -
<br />I *
<br />I
<br />I I * 12 Ilr ox,
<br />� C09ORM ANCHORS
<br />3��"__ �;
<br />��21__,_",
<br />I., ____ - � ". .� ;�
<br />�2.� _.���Y,��.t"C 27 *S`,_",,;��� _,4
<br />PONORM ANCHORS StAmon
<br />I
<br />CONCRETE A"CHORS
<br />� ME ScHeWELL ON
<br />i � (SM SCH_ ON I/IL-
<br />54EEI ��
<br />�
<br />,At__1 .
<br />I(Ji
<br />W1 STUD (SM SCHEDULE ON
<br />SEEM 0)
<br />. k
<br />SAW 91
<br />Ow OR
<br />Jau
<br />'i��07 OR
<br />SEC1IQN A=A I
<br />-
<br />CONW OR
<br />- __ _&42
<br />N
<br />4f,QUPNO
<br />SCALE 3/,32,-I,
<br />__ Rw
<br />2D
<br />W
<br />REDDENED
<br />121BECT ANQ "LL MOUMUNQ
<br />.
<br />R001ARED
<br />2ft9J ANIR WALL M!2UNTING
<br />Qljh�G
<br />IN5
<br />NOW
<br />SCALE 3/8-1*
<br />SCALE 3/8-1-
<br />=11DR-1.11
<br />M;
<br />" ,
<br />. A. 11
<br />I
<br />...
<br />, ...
<br />......
<br />. ,....` EN 1 ,-. .
<br />FLORIDA BUILDING CODE (Agh Valoolit KU cane Zone)[
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEEDOLE ON
<br />I
<br />TOP & B07DM MOLINTINGS CAN BE
<br />IN TO SUIT
<br />Z_ : . � MIECO, �
<br />r .: No. 44167 '! = 20 GAGE GALVANIZED STEEL STORM PANEL
<br />. * - i,41l
<br />t *.� _5;:_� . GLOBAL PROTECTION PRODUCTS, LLC.
<br />� .0 - - ,
<br />1. S E 1�7__ 1 --- ----' / 11LIE C 0
<br />F.,
<br />0. .r I
<br />*1/20/20
<br />OATE:
<br />SHEET 9)
<br />COMBINED ANY WAY ANY
<br />LNVAUATIOAL
<br />iai , , , -oI�
<br />1. , �-,,, 7;� A
<br />C.
<br />- 'Co -\ ow &W. $I STOW
<br />D.L. A ONAE, D_ =4
<br />. ,f
<br />, ,
<br />, . A,
<br />. :: �tv "
<br />""'.
<br />I. ENOINECURG Y
<br />ABA - - III, - AN, WIR,0 A� Irm. F.W-I W_ __ I_ ___ -.1
<br />_1URN., - ,
<br />-1 gAO .AH - -
<br />CA-00.0 � _ I � I -
<br />��� �
<br />20-176
<br />DIWENC ft
<br />-
<br />IE0NJIA40"'/E`NU`U"-"'
<br />4' �
<br />.1 .w: .. 4 ., 26
<br />�
<br />1
<br />_nK.-�--,",
<br />—
<br />I
<br />-&-o
<br />a)
<br />a)
<br />r_
<br />Cn
<br />_0
<br />—00
<br />>
<br />a)
<br />=
<br />0
<br />-1.-,
<br />0
<br />=
<br />2
<br />a)
<br />a)
<br />2
<br />0-
<br />C:L
<br />C
<br />0
<br />_0
<br />0
<br />"
<br />=
<br />.a
<br />CU
<br />_11
<br />0
<br />0
<br />W
<br />—
<br />a-
<br />(n
<br />.
<br />W
<br />-=
<br />=
<br />CD
<br />=3
<br />-0
<br />Co
<br />0-0-0
<br />-cu
<br />-=
<br />(n
<br />C=
<br />0
<br />=
<br />0
<br />0-
<br />-2
<br />=
<br />0
<br />W
<br />3:
<br />CU
<br />=
<br />0
<br />.0-
<br />i
<br />M
<br />E
<br />,,-
<br />0
<br />—
<br />Co
<br />>
<br />Cn
<br />.—
<br />. (n
<br />a)
<br />Cn
<br />L_
<br />_*iI
<br />CIO
<br />0_
<br />=
<br />F—
<br />CIO
<br />—0
<br />40—
<br />. E—
<br />C'/)
<br />ca.
<br /><
<br />_. �9
<br />Q) -=
<br />_. L,
<br />C3
<br />AT -
<br />ca.,�z C=�, �
<br />Q. C=�
<br />M C-,., rl�
<br />-,= CZ CN L
<br />= W_ -,<
<br />*G M C= C_
<br />in C, �-
<br />lcr - _=
<br />C,4 Z
<br />a: " --,c
<br />E? E ELI
<br />:1. � =
<br />I
<br />I
<br />-
<br />- - 4
<br />-.� -
<br />_X
<br />e
<br />�! �s I=
<br />- 1�r
<br />-�l
<br />5 'i C",
<br />CD . 2
<br />=
<br />1* Q a)
<br />.�� = C=
<br />CZ 'M _�,
<br />", 7a 4=2
<br />= S
<br />-T 0
<br />Q- CJ Z
<br />�
<br />[ Z
<br />W
<br />mi
<br />U)
<br />"
<br />(1)
<br />=3
<br />r"""""`
<br />C/)
<br />(1)
<br />C:
<br />M
<br />0
<br />"
<br />L.
<br />:3
<br />LLJ
<br />:E
<br /><
<br />Z
<br />Z_
<br /><
<br />__1
<br />CL
<br />_4_J
<br />(1)
<br />(1)
<br />_(__
<br />U)
<br />M
<br />0
<br />L_
<br />0-
<br />CL
<br /><
<br />_40
<br />0
<br />=3
<br />0
<br />0
<br />L_
<br />0—
<br />(1)
<br />U)
<br />M
<br />M
<br />-
<br />__ -
<br />-
<br />-1 _1_-----7`-r7`-77 -V-T i lI __I I I I — - - __ _1 I I I - __ I I , I I i I III I 'i ii - - Fi - I I 1 "11" a I'all I E1,11J.'JA . I , ,I ,I TI F_ I
<br />SHEET NO.
<br />SH 1.0.
<br />
|