|
2
<br />EW_%X1XSA1LIQAT1MREP0Wf NO, 20-07ZA.01 3
<br />/I I L1 MO �,N \C
<br />'
<br />TILLIT TESTING a ENGINEERING COMPANY
<br />Z2. —TESTREPORTS:
<br />6. MATEMAL CHARACTERISTICS AND PECIFICATION:
<br />_VVA I TFR A. TTLLIT. JR., F.E.. - ____ —
<br />ditecQ@EHI ...
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />_
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />�
<br />FL P.B. L NEI 44 1�7
<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 />H C - Ll % WO 6119
<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, Inc., Reports # 96-569 dated 08/09/1 996, #96-570 dated 091`1 8/1996,
<br />26, of Product Evaluation Document (P,E,D.), drawing No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P_E_, Fenestration Testing Laboratory, Inc. reports At 2032 dated 0411611998 and
<br /># 2126 dated 10105/1996 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS-01 U r-
<br />z.
<br />REPORT NO.: 20-0728.01
<br />02119�01-09, dated March 4,2009, signed and sealed by Edmundo Largaespada,
<br />-3
<br />P.E. and Henry Haftem, P.E.
<br />7A. Shall be strictly in compliance with General Notes No, 1, 8 thru 14, indicated
<br />DATE: July 28, 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 # I 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 Tlltsca, Inc. and signed and sealed by Walter A. Tillift, Jr., P.E,
<br />PRODUCT SUB -CATEGORY, Storm Panels
<br />Z.-3.STRUCTURAL FN ... GI ERING CALgW_ATJQR$:
<br />T2. 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 on 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 panel
<br />MANUFACTURER: Global P Produpft LLC,
<br />length based on ratIonal and comparative analysis, and in accordance with
<br />7.3. Product shal I only be Installed Into poured concrete, concrete block, and
<br />ptaction
<br />4800 S.W. 51 Street
<br />section 161 6 of the Florida Building Code, Calculations prepared by Tilteco, Inc,,
<br />wood frame structures.
<br />dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, it., P.E.
<br />Davie, Florida33314
<br />1, PURPOSE OF E �LUIATION;
<br />1 MIS ILE IMPACT RESISTANCE.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida Licanue
<br />This is a Product Evaluation Report issued by Walter A. Tililt, Jr., P.E. (System
<br />La rge missile Impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc. (Fiords CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61 G20-3, Method 1 0 of the Florida Department of Business and
<br />4. WIND LOADS &P-SISTANQ -
<br />,"'1041iffil",
<br />,i� A, T144 'Nx
<br />/5- N'.
<br />Professional Regulation.
<br />--,E-
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
<br />Loo,�"
<br />, .: � - .,
<br />, - . ,/ �e
<br />,e -`,,AEN& '....
<br />,4e - , �p ,
<br />. ,, ��_
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as indir
<br />-ated on sheets 8, 10, 14, 15,
<br />- I i
<br />__-, � . .. -
<br />. 9� '
<br />1=z�� 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 />1 7 I
<br />__-, _ p.
<br />11Z_ !*=
<br />_.. - :7-S_*_".
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />, ---!-I-,* ., =
<br />,_,,� �,401,-*-�%, STATE OF 4-F
<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 />,-'-
<br />I— I , .4i-�
<br />�%,*`Q�,,- 1,40031L.--'��$F
<br />drawing No. 20-176.
<br />,�, ;
<br />01" r, - - . I I
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />,,,;, kvs/ 0�,�`,,,
<br />a Building Code change that may affect ft limitations and conditions
<br />5-INSTALLATION:
<br />91/fil) IIIIW%V,
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />WATELL
<br />D�N TILTEGO ADMON RECORDS l P. E. REPORT-21) � GLOBAL, PROTECTION PRODUCTS, LLG � 2G GAGE
<br />2,11,E PRODUCT EVALUAI�l-ON.1304CZUME-NT-(F!.E.D.14
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GAL VANIZED STEE L STORM PANE0 DRAIG A 26-1 78 k REPO RT # ZD-0728.01
<br />Drawing No. 20-176, tided 1120 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 07128/2020. This drawing Is an integral part"'i"Up"'S"',
<br />0�4
<br />Evaluation Report, kv � A. tQ,,,�!�P,
<br />,%%%WIIIIfIfTt,y,,
<br />,N%11 �, P, T11 E, E!,Xv
<br />.0 �x .: ... k 4 /I l!".
<br />w'.
<br />", ........ /-, !"',
<br />_ , .I. CEN " ��-Ip
<br />0 "
<br />1�.`X,,��_ ._ .. I/
<br />��-::kv ,`\�\I,Etise`%�P ;$L
<br />-:,C- , '. ,
<br />� - I - , I
<br />- � , .. A
<br />- - - _.- 1� I. S
<br />__ - -, � , . .. -
<br />, 0144167
<br />_ � i ,_ - S
<br />- 44- ' S
<br />'_�� �� --- - 3�_-R .-!+4167 '�
<br />_ _ _ _ _t , S
<br />---- - --j, . :
<br />_,,,,,,r - � =
<br />- �d
<br />I 11 I - : I :* B
<br />*
<br />77 - ��A,y IF I * i*f
<br />�
<br />" � � I .
<br />- -rf . -
<br />- � - _�� = , 1-1 �
<br />- _4 - : 4C
<br />" �� - STATE OF ,'Q- -'
<br />/ 11 ,-a- - -
<br />_-5, .., 1AC
<br />- , " ..
<br />� .. " ,
<br />I'll, � � 40FTI .�-"
<br />, . ., ,
<br />",
<br />� �,""'tOR III I
<br />.. _ I13 , - , -*
<br />, ,
<br />6355 N,W. 36th Street, Suite 305, Miami, Fllorida,13166 -Phone: (305)871-1530- -. ..
<br />I,
<br />, -
<br />/
<br />o ,,,, iIIi4" ,
<br />foit,L " I i�
<br />11
<br />11011111,� "'It",
<br />11
<br />----I
<br />MEa&L-NUEEN: 8 3) IN CASE THALT, PRECAST STONE. OR PRECAST CONCRETE PAN". $cJCW OR WOCO BOARDS BE POVE10 ON TFIE
<br />OW.Q-EDR-2LOAW,A&MMML,iM=-MDMLBM" EXISTINC WALL ANCTIM, SHALL BE LONG ENOUGH To RL,AC,i THE MAIN 5TRUCTURT1. BLIElp,lo SUrt, PANELS.
<br />I � STORM PANEL SHOWN GIVE -741,15 PRODUCT E�IALUAITCETN DOCUMENT (P C.D; HAS BEEN VETTIL,Eo, FOP cottPLANGE it, ANCHORAGE SHALL BF AS MENTIONED IN 8 I) AND IN 6 2).
<br />ACCORDANCE WITH ]HE 2020 (70, EDITION) OF T�V FLORIDA SUILDIN(� too, Ic) !Q_FEGMftQ_M:, -imig'-spz-w�ia-�i.��.i-��=�m.h�
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MMITNED CODE, - 1/4�t TAPICON ANCHORS, AS MANUFACTURED BY IT A 8UILDEX, INC
<br />Fop A WIND SPEED AS RECUREET BY THE 4URiSDICTION WHERE THESE SHUTTERS EI BE INSTALLED AND - EIIIA-10 PANELVATT FEMALE Q AND PARELMAIT PLUS ANCHORS, AS MANLWACTLIRED E-`Y ELCO CONSTRUCTIQN PROOIJCTS
<br />, A D`REVFLQNAUT*VACNJA Kd�0.135 USING ASCE 7-16 AND SHOM-1 NOT THE MkMMUM (,I,SD) _ 114�0 LAS SCVEWS PER 14,11S.
<br />_E(CEED
<br />OLSON PRESSURE RATINGS ROCATED ON SHEETS 7 THIRD tZ 14. 15, 16, 19 & 2Q. - 7/16"'A � 5/a' WOOD DUI AS DiSMIEVIED By ALL POINT SCREW, 96LI & SPECIALrt ED
<br />IN ORDER, To VERIF, THE ABOVE CONDITION. VI.TItICITE DESIGN WIND LOADS DETERMINED EFFIR ASCE 7-115 C I) MINIMUM THREADED PENETRATION INTo WOOD OF TXPI ANCHORS S1NkI,L WE 1 E/2� AND ?' FOR ELCO FIANCILMATE �UJS
<br />94ALL BE FIRST RENICIED to A.S 0 M3)GN WEET LOADS BY ML11 11PLYING tME19 BY 0 0 IN ORDER To
<br />AND PANILMALZ PEMALF to,
<br />COMEPARE MM A/ W, IA -SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I THRU 17, t4, 15, 16, 19 & 7D
<br />'
<br />IN ORDER -10 VERIFY ITHAT AhCF*1_ ON THIS 41 E D AS TESTED WERE NOT OVER STRESSED. A 137; IN LEAEF 44 AVILIDWARLE �v �) MINIMIUM F(REAM PENETRATION Or At SCREW, INTO THE WOOD FRAME UNTI SHALL ELL ' 112', NO WrIFEADED
<br />PENETRATION INTO stucco S"_ BE ECONSAI)E"'m As PARI OF TFIE R11VIRE'D THREADED TFINE'RATION
<br />STRESS TER WIND LOADS WAS NOT USED IN THEIR ANALISIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH NOS 20III, C 31 MINIMUM EDGE DISrAHICL ,or LAC SCREWS, INTO WOOD SHALL BE AS INDICATED IN TTtE OPAANC,
<br />STORM PANELS ADEQUACY FOR IMPACT AMID WIND RESISTANCE R45 BEEN VERIFIED IN ArODRDAN(CE WITH SECTION i626 OF
<br />THE ABOVE MENTIONED CODE A�S PER HuReXCANE ENGtNETEIINC & IE$7� INC REPORTS DE-seq. S'S-570 e 96-T.30 Mo C 41 MVEMMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8' 114' 0-20 SCRIPAS USED SKAL� BE 7 1/2- I(MIr MINIMUM
<br />FUNTESTRATION TE5TNK1 LAB INC. REIPORTS #2032 & #2126 . AS PROTOCOLS TAS-2GI. TAS-202 AND TAS-N3 SHOV1.1) -5f F�,t-_7, AND 1* MINIMUM FOR WALLS WITH AIG STUCCO
<br />1
<br />AS, WELL AS AMORICAN IM LAB Of SOVill FLORIDA REPORT 00219,01-*9, AS PER TAS 2olf TAS 207 AND
<br />LAS 203 SIANDARDS. C S) IN CASE THAT PRECAST S7QW. OR PRECAST CONCRETE PANI STUCCO OR wow 50"RE5 BE FGIEND ON 'HE EXISTIM
<br />WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH �E EILEEN STRUCTURIE IIII SUCH PANELS
<br />2 ALL ALUMINUM EXTRUSIONS �-, _K ISO63-T6 A�OY Mo TEMPLE (UNLESS OtHEFAA-E NOTED) SEE S.HtrE 2 ANCHORAGE SHALL BE AS MENTIONED 11 C 1) C 2) & C .)
<br />I ALL ALUMINUM SJ,E`T UETAI USED V, CLOSURES SHALL HAVE 31D.5-HI4 ALLC� (0) ANCHORS SHJ1IL,L RE INSTALLED FDLLQWINQ ALi OF THE RECOEIRIFNICAr ONO AND SPECIFICAILOATS OF THE XXF;No S AAN,FACTURSFi
<br />4 ALL STEEL SHEET METAL PAWLS SHALL HAVE STRUCTURAL QUALITY 57n. ASTA, A-654 GRACE 5D EELMIMIJV� G- 60
<br />CALuANIZED STEEL CEShINATION W/FY- N,,S ", (AFTER ROLLED) IT PANELS MAY AI.So BE INSTALLED HORIZONTAILA_f FOULOWIN6 INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH ED ISHEETS A
<br />THROUGH 6) EXCEPT �-At KLADERS (ITTE Q) SHALL. Not BE USED
<br />I ALL -SCREWS TO K STAINLESS $TEEL .V4 OR 31$ NET SERIES OR CORRCE510L. ELSI COADED CARBON STEEL AS PER
<br />ON 5oola W/ 50 �i YtS:LD sTEt-_Ncir; AND go EX, TENSILE STRENGTH & SIALL COMPLY W/ f-LEIRIDE, 8LIfLD&C CODE 9 IT SK41 BE THE RESPQKEJUT� OF OHE CONTRACTOR IG VERIFY THE SOUNDNESS Of THE STRUCTURE WHfR[ SHUTTER IS To BE
<br />SECTION 2"I �L3.4 ATTACHED TO INSURE PROPER ANCHORAGE THIS SLOTTER 5-AU ONLY BF ATIACEILD It) CONtqM BLOCK OR Wono (TAME
<br />aIRI ,
<br />6 BOLTS TO RL ASIIM A-"7 GALVAMZTED STEEL. 09 III j04 5014-S blAINLESS STEEL INFIR af ", MINIMUM YIELD
<br />STRENGTH to ENON REGIJUP 5TORN PmLL WITH LENGTHS OVER 8'-8 THROUGH 12'-4', AS PER SEECITQNS 15. a. 9 IS, to AND ALTSNATIVES TEW,
<br />� ANC.MORS TO WALL V4kL BE 4S PoLtOWS SW & IOW ON SHEETS ', 6 ,&, 12 RESPSrINELY. SNAA HAUL A LEGIBLE AND READI;_Y VISAIELF MARK1141Z INEIRUCING OWNER o�fl
<br />TENA-47 To SECURE PANELS WIT4 APPLICABLE REINFORCEMENT DURING FERIOES OF FKJRW,AI WARNING
<br />� ,
<br />(A) TD_P,O$7BW._PD0W__C,ONOiETr It fNSI`ALLA ION CONTRACTOR IS To SEAL/CAULK ALI ElUTTER clUMFONTENT EDGES VE REEM,43N Ili a�AETIIXWUS (Y,VN7ACT AI
<br />;HE
<br />- 114'4 TAPCON ANCHORS AS MANEUTAC7URLD & IT, W aUILDEX� INC (MI,, r31 92 IT. 0 HE BuLLDENQ To PREVENT WINDIRAN INTRIJ15ION
<br />- I tfAIA ec
<br />/4, 0 � 7/v , -44 JEATCA'I As MEoLFACRIR - By DEWAlt INC (MIN. "�OCO P-�,4
<br />- 114 - IT * 5OLIO-$FT ANCHCAS, AS DISTRIBUTED 3Y ALL PONT SCREW, SOLT & SPECALVY co� 12 STORM PAI ' INSTALLATION SNAL COMPLY WIT; SPECS 4VEDICATED IN THIS DRAWIRc PI ANY BOLDEN" AND 2GHING RoCULATIoNs
<br />tj��I'
<br />(Mil, �3om P.Sil) PROVIDED Bf THE 40ISNCTION WHERE PERMIT IS APPLIED To
<br />- II14-N5 PANILMATE FIETEALF ILI & I'MRUATE 11,0S ANCHORS, AS MANUFACTURED B`- BCO CONSTRUCTION pRoI_
<br />(ME , [*3350 P.) 1) (a) THIS PKOUCT EVALUATION DOCUMENT tPL DJ PREPARED By THIS EIREGINEF4 I'- GIENERICLIMID DOES NOT, P"uE iorOBXALKoN
<br />N �
<br />- 1/4 0 CT TAP-QRP ANCTORS�. AS MANILIFACTURED EST TRU-FAST CORPORATION (!'3600 p,) FOR A SITE SPECFEC PROJECT, WHERE thif SITE CONDITOONS DEVIATE FITOM T14E RE -
<br />A 1) MINIMUM EMBEGIVIENT OF TAPEoN )ATCHORS tNED POURED CONCRETE S.AU BE 1 �/4': I' �GR P�NOLMEGE FFMAIE I 0 COW`ENCTO� TO 13E RESPONSIBLE FOR THE SELECTION, PURCHASE AND 1NS`QE"'ON NI kFE SAFETY OF THIS �ROOUCI
<br />BASED OE,E TWS PF.D PATCAEO HI DOES NOT DMATE FROM TN-. CONDITIONS DETAILED ON I'll% DOCUMENT
<br />ED AND PANTMACTE PLUS AND I I/.- FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE M 411L CWTIACTUR'S RESPONStEMIV
<br />A.2) CATELK-IN A, SCI,O-SIE` ANCHORS SHALL HE EMBEDDED 7/6- INTO THE FIGURED CONCRETE NO EMBEDMENT INTO (C) THIS PPQDUCT EVALUATION DOCUMENT WELL 13E CONSIDERED INVALID If MODIFIED.
<br />SIJCC0 SNIEU BE RE-EIRITTED I/-- 20 SCREWS USED SHALL BE T 1/2- LUNG NINIMUM 5LOEULD STUCCO EXIST,
<br />40 I� EATFMUM MR WEEU�S WITH NO STUCCO, 40.) MAY BE HEADED SCREWS OR A- THREADED SCREWS W/O HEAD. Ed] SITE SPECIFIC "M$EVS SHALL BE PREPARED EFY A FLORIDA pEQS7ERLO CNETHI OR AREHtIT,CT WFICH WILL ETECOME THE
<br />BUT WITH WEN-1 FELTS ENGINEER Or Fr,cQNE (F,o.R) FOR THE PROJECT AND '*to WILL RE RESPONSIBLE FOR THE
<br />PROPER USE OF THE PZEF ENGINEER Of RECORD. ACFW� AS A DELEGATED EkOfIXEM To THE
<br />A 3� IN CASE T"A7 PRECAST 5TONE, PRECAST C014CRET-1 PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND 0. �.F , .ED ENGINEER. STALL SUBMIT 10 THIS LAnTR THE SITE SPEEIErr DRAWINGS FOR _�EEW
<br />EXI$VNC WALL on FLOOR, ANI S,HALL BE LONG FNGUGH TO REACH THE MAIN STRUCTURE 6&?No SUCH I
<br />PANFIS AEACHORkU 'HALL BE AS MEPITIONED IN A 1) AND IN A 21 (EI;) THIS P1 D Sliki BEAR THE DATE AND ORIGINAL SEAT, AND SIGNATURE OF THE VROVESSIEWAL
<br />ENGINEER OF RECORD THP PREPARED IT
<br />0) LQ�'L. ZX&_WA.L_Ai-LIET_C=1V
<br />- 114- - TAII ARCHORS AS DIANUFACM�REO Err I T W SULDEX, INC, It SHUTTER MANUFACTLIFTER'S UElSft SHAU BE LOCATED ON 4 READILY LESIULF LOCATION AT STORM
<br />- I�4- 2 , 7/8- CALK-M ANCHORS. AS 4ANUrKTURED LEY DEWALT INC (MIN f'�150Q p,� PANEL SHUTTER IN ACCORDANCE WITH SECTION 170I 3 or FLO" BUILDING CODE, ONE LATTEEL
<br />SHALL BE PLACED FOR EVERY OPENING LABELING TO CQA1PL`F WITH SECTION IfIog,911 OF 714E
<br />- 1/4'- - 3/4' SOLIC-SET ANC41OAS, AS DITTROUTED BY All PONT SCAEW, Bou & SPEOALry �o FLORIDA BUILDING CODE
<br />(MEN T'IBOQ P,AJ,)
<br />-
<br />- J14-IU PANELMATE FEMALE ED AND PANEUXATE PLUS ANCtICES, AS MANUFACTURED BY ETCO SEFFEETUCT,ou
<br />T CONE
<br />1 gg. �� ��� � ���
<br />"RoI IMN r-21571 D"') "ItO 41" NEE,
<br />- 7 # GF TAPGMP ANCHORS, AS MATIVIACTURED BY TR9-FASI CQRPGEATKRI ,01"A�V#All! 71"
<br />'?� � , I � �4/,PN
<br />4,�
<br />_,�. �, .
<br />. I � --
<br />B 1) MWAA.SE EMBEDMENT Gt TAPCON ANCNCRS, ELCED PANELVATES AND CF rAP-GRTP ANLC,IGA� LHIT) 441- comig-4.1.1' � , lz�?_ FLORIDA BUILDING CODE (High Velocity HurricaFNE Zone)
<br />'
<br />I`� I:-__1k_ -
<br />KoTI Jw sNAI-i RE 1 4/.' 14� .�' ,
<br />, . .Xul. NL,BX,, AC 20 GAGE OALVA#QEO SrEEL STORM PANEL
<br />�t .1 No 4 , .;
<br />I EV,
<br />167 " = __
<br />9.2) QALlN & SOLID -SET ANCHOR-. STIALL BE EMBEDDED 1/8' INTO THE CONCRETE SLOCA UNT NO EMBS" =
<br />'
<br />I
<br />r
<br />INTO S7VCQ0 $�OXL BE PERMITTED 1/4* *-20 SCREWS USED SHALL Ef ; 1/2- LONG wl-m-LEM sHoUlat'll'I _� - �__, . , "I
<br />� <2 �__ I RN ODUCTS, LLC,l ",
<br />AND FOR
<br />Sf__uP%,
<br />EXIST, 1 ONAAw w"Lls AII NO STUCCO , / ERIC
<br />S,�TA I OF r�it�_7 �, TI-,
<br />, --- I - 1. `I1 SENT
<br />I OF
<br />-
<br />,x-------
<br />. . — I.AI .,t
<br />%,-�4,-",-."`Z OF! DiE, - -4 - - 'HWEEN'to .PNW_
<br />V 617 i�,Wr;! _E" , 11`8*07 1 20- 176
<br />61
<br />t ,�,,F,', HE-MASI F. (9`NRX%,
<br />�, " � - O." __ I I.
<br />" S .-�:�, PIXIE -
<br />I - MEX !!!, ,
<br />",,,-,,' 51 , CA-EICC(IIII, . - 1 - I
<br />IVOIEV "t 1
<br />, I - �NEI'40 isxE,,SX;AcuFuo,I "I A ". IF ... PE m i
<br />f".......je I I . , I - ,F--,l . 11 - I - i.- I IR, �A
<br />� . __
<br />I I
<br />I I - ___
<br />ISSIALLATION DEIAU FOR REGULAR FANEL5 d) &
<br />INTO EXIKING POURED CONCRETE OR C :1 CONCRETE ANCH1.5
<br />(SEE SCHEDULE ON
<br />ANCHORS � . 7 IsH�ws IRROVICH, ITT
<br />I
<br />�, 11 It � , - I
<br />CONCRETE ANCHO'e, =::= ;��_ ____E .... .. CDWCRETE ANCHOWS I . -
<br />(SIM SCM� c*� .1 (SEES SC.WULE - - �` ( CETI POURED - � .11 I
<br />_ t , SHEET \ ----- �, I - 4 CONCRETE REQUIRE03 '� -----" '
<br />SHEETS 4 THROUGH, 9) � , , EXISTING POURED - j-4 FS a THROuSRH IT) � A , 1 .1.143 I e-,F%1;rS.:--
<br />-i 1��
<br />; r- __-�;; -I CONCRETE REQUIRED, � � . - MEET � I ". I 1 ,,� ��- ...- .
<br />�� , . - - 11
<br />� lik - , ,�., �� . I -1 - , - � I __ �- ES, -TS - _S It" /I
<br />�_"� _J 1/4' Z �� `,� �; __k� 1/4' jc:� 11 " .-- 11F_ ��' 9 � I OIL
<br />�_�7j
<br />I I I I -1, ,1 --.---..- i�
<br />.1
<br />__
<br />. �. It- 'I ; � - --T �:" E-I.11M., -7 V, , '* - --
<br />- t I � 111 I I I I ,�,� T`
<br />, - __ � 4-44 :
<br />. I - . , -
<br />EXISTING POURED E D� �,__" , I - LD, :,"' I I I S
<br />I �, � : i , EXISTING POURED , S EQ �,_ a-
<br />REWEEIED ", 9 I i 03 _ I I - I � I �
<br />1 4 _. ��, �,_, I
<br />I " CONCRIE REQUIRE111 _: I �� I , 1 1
<br />1 .. ( - "�$�I I i - 1 6
<br />,,,,,,,�'O,,',,,t�'� --_-�,� � 1% P 1 f I �
<br />,_ i I I., ,,',_�:,.It '. . ,,:�,� I i 4=
<br />1 I 9"11A
<br />I i 6 .1 I . 0
<br />i`,�r EEV,, SE" 9 I SAIT" STV, * &
<br />t Sa V�Atp 1 I T 6 I % =1111 - I ; .- ,2- TIC .�L��
<br />I I I 1 ,2 Ile .t
<br />I, tIF S.W, 0 - t r- � - -,, - 1 � (:1 ) I I
<br />I = I CATS %,`WVUT, f I EWE SO-ED"
<br />, WIA, I
<br />. � I'F, I I i J , - TAKI, a �, R. W=.L,__ 1 (�) i
<br />TAX
<br />I .1 � J� C, ', I , I,
<br />= � I I', - I �9 ___ 11 _ __ " 1 , V I I .
<br />-� I , I - -1 10 .W1 a, .
<br />- i . 91 �
<br />I I t� � ;,
<br />i I - 11 I � =,`__� I k WI 1 1 -
<br />I� I I X I ? 11 i � 1-11 -_ ", I
<br />; : 8 1 1 1 9 I I - - I., � I I t
<br />'c , � , I I I i
<br />G i 1 ?JT I
<br />: i _(D k i � ti I (j6- - I I I i ��
<br />� k - - : I d I CN" I 9 I I
<br />I 7777- . ; i � 7%,-__71r-.-. i 4-,n 77*1— 1 i.
<br />� ,�, I i _11=n � I III
<br /> � 11 _IL I i I � 4
<br />1 _f fa pet- 1 1 ;,-u'r at � I I I I
<br />I :_ I . ; � : � ,,'�, . 5 .11 - Lb�-;n x
<br />I . -
<br />'11, 4 1 I i ty = r D 'i 6141-
<br />EXISTING POURED E 0, I I I , , - KE -, � _� I 11 I I - ; VIEVEN, M . 9
<br />�_, �� EYISTI"G ED , I - - 12 V2, .
<br />VOU
<br />� 4 CO,cRL , , .
<br />CONCEILTE OR , !a ATER It 1 - 1K I U`I 1 1 or I I
<br />: I �STEXYX, I', I �I WETEPOTA 11 IF I
<br />CONCRETE BLOC41 I ___L__i, - � �`
<br />-:f I BLOKA , !, CONCRETE BLOCK ,- I --- -
<br />REQUIRED � : Itt 1/2- TIC ;_ - - I � - I CONEN - ,:�* RIOUIRED . I
<br />!-E�Z ;. I -�7 ,7 , I L�i I .�,�
<br />[; __ MI J REQUIRED. .
<br />gs I, C ��
<br />� � - _�, - ,- I 2 1
<br />- 77
<br />1 77 : , , I- � -1 -
<br />I
<br />Sw* ,,, - i A --. 1
<br />EXISTING POURED r_ - _N_, - AT _J
<br />, y _� XL_ I , r
<br />, == , - -,-- - CONCRETE � __�,/.._ . �A.. = c, � / ":.-
<br />,-- - ,�4_L___—_-,_r--1 I � 11 19 11 lox
<br />".. LATE cum) � - - V .
<br />, -*X, - - _"`,_" - -0 ... `�
<br />- - ��
<br />GONCREEE ANCEDES I CONCRETE ANCHORS _E r: �', / .
<br />'I I CONCRETE ANCHORS . - I"W"',
<br />t :V=v -
<br />- (SEE SCHEDULE ON 0 (M SoNtEDW ON , S_ . W - CED'EvICT acwx�s - -f, ,�
<br />57ACDERED W/ STU - . . T - SHEETS 8 THROUGH 0) J SHEETS 8 TEARcuo" I 9) ,�'i - .,CrES a THWaucEN 0) ,,, �,, S45 0 It.
<br />(SEE Sc ON A�N) \ (SEE SCHEOVIS CAE- - -a RE,
<br />SHEETS a THRout. 0)
<br />,
<br />G CEII INQ MQUNTwo - - - - - - 1. Alplimm ALtERNM MOUNTING
<br />"A&�N_l :Em,; SE00.1 ftff
<br />SCALE 3/8.�' SCALL ve-1, SCALE ,lia-i*
<br />I 11 - - , - -I -- -,-- --- -
<br />, I E,D. - E
<br />I I - EDO DISTANCE
<br />! = WS"a"At: �
<br />- ., -1 I I I SEE SO REDuELE. ON
<br />ID
<br />�. W_ - i I � -',HEM a & 9)
<br />I I
<br />M - I ! A
<br />i
<br />I I -
<br />I I � X-Aar I 1
<br />4C " ME 0 WU_EQ_fL_CQWIhQQS_DL_'10QNs;
<br />- In"It A ' �
<br />T �2_lr
<br />. I 0
<br />i I ..0 :. TOP & BOTTOM MOot, ;TrS,C 1 1171
<br />; - I 9 "MMHUHHEE .... ;7;;1,N19N.S CAN
<br />0", COMBINED U� ANT
<br />. ;
<br />!A � I ,,,11'��tlk A. 7?,ZZ ,.,, -
<br />_�_ . Iao I ; . . /11 % INSTALLATION
<br />1
<br />- - '� ,1� 'I," * OCENS* ,
<br />., ., - �&: L:'� " - '... , -A-_
<br />"� '� '%' �'qf�'l ��-_`,`,�f' "' ' L " ,
<br />,
<br />' � ; � � �� "..f Sw
<br />, ..
<br />uisnuc POURED' ; �- �... I . . - FLORIDA BUILDING CODE (High Velocity Hu cone Zons)i
<br />— -1/1 Z�'_ i , . __ * :
<br />REOUIRM. i = .* - q4T67 '-. s _" T.TEW, -
<br />"' . * : E 20 GAGE GALVANIZED STEEL STORM PANEL SIT
<br />� 1 -0*. :*z
<br />X� . I I, , -:0, % " WE - . - -- -
<br />— I,J - ' �F . ft=��_�� GLOBAL PROTECTION PRODUCM U.C. "'"%t�"
<br />' 0
<br />"A * " GRID* - �
<br />UNTM S e, - �. �,',,, .��,:�- -
<br />CEILING 15 �Ez � Noo sW, st ma,
<br />____.V_ E. g c- , M U0,4
<br />.�
<br />/ IT.C. 20-176
<br />Syno """""I'll ........ PTA �,-TL'W,�,,V'fx, .7�,M W� , I. III -
<br />SCALE 1,1,%� % �,,st; �ZN. , _4�1 I.)KXS-,W, FAIL ONA)W-8-
<br />I IV_
<br />-
<br />Jr-N � I - � - "W"I ":
<br />SNW I OF 1.
<br />-
<br />I
<br />/-
<br />- - N
<br />T1 LTECO IN
<br />TILLIT TESTING G ENGINEERING COMPANY
<br />WALURAL TILLIT, 2_ P.E. tilte0o(d'aULCOLIT
<br />MDUCT EVALUATION REPORT �I,PIF T,kNL,X,NF 44LV
<br />ILI-A. I_N..00D6?I9
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCTCATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAM E.-
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protec - I I r_
<br />4800 S.W, 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., Ill (System
<br />ID It 1906) to the Global Protection Products, Ill Rule Chapter No,
<br />61G20-3, Method ID of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at 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. WDENCE SUBMITTED:
<br />Zl� PRQQlUCT EVALUATION DOCUMENT (P.E,D)i.-
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by T'ilteco, Inc.; signed and seated by Walter A.
<br />Tillit, Jr., P.E,, dated 0712712020. This drawing is an inte%*;nt�iiifor"is
<br />F �
<br />Evaluation Report. "N ,Ikt - IZ41 to?,
<br />1�1_v � ...... �. ,1� ",
<br />, ,vl . - , ,
<br />- 04��-` \� � ,_
<br />-1 " 'ENS. , .!�Sll
<br />,Sw , V I� . ..
<br />- - � - .
<br />__ �_f - - ___
<br />� ___ !7;!!! �--?�-- f*1 1 6 7 ".
<br />_7`1 ;�4 � :*
<br />, ,�,EF�V*-__ * �
<br />6-155 XW� 36th Street, Suite 305, Miami, Florida 33166 - Phone: (2lOfi)
<br />-1531
<br />COMPONENTS FOR REQULAR & LIEE aAFETY STORM PANELS
<br />(SCALE 1/2=1-)
<br />- ------------ _ __ __ - . - � 15AW (TOTAL WIDTH) _ . � ---,-,- -
<br />- - I_ ____ ___ ,___ 1, 5 126. (TOTAL WIDTH) ___ _-, __
<br />:-
<br />- - ___1-______- - -1- __ _- 12.5W (EVErECTWE WWTK� -- - - --- - -
<br />I . �
<br />I _ - - ... 6 1/4� I �.. I ,-- --- ------ 6 2W'- � --- � -1 .
<br />I
<br />� _-I Spa- - I1,S5O_ --I 1P.-I I/1,14TO, I 1-1 �00'
<br />I � � .1 � . � I I : �,
<br />I I I ,�rf,,, ,�- " _1 _�W I A., 0�0341 MIN, THICK T_`.35IQ1_/rX 11
<br />r_,AI, �, r - - ___ T " - - ' .. .I'. T � , ,
<br />� - -11 - i*---141 I I I ,,,,
<br />/', ,,�- *- _111)�',
<br />I PC' AM A-1
<br />"
<br />I , "fol, / I O.Wel ON TACK I I GRACE 50 MI , " 1W
<br />- 4) \2 657' CAVEMNIZED STEEL .,� / TEW -, '/ I -, 21 , 85r G-W CAETM - - .I
<br />0. I 1, �* , �1� -I t�Ak , LF, I'm- ,
<br />,
<br />1 4E 1, NW14ED N I " /�_
<br />S= ED � " ,
<br />06 TYP \ `,5�1` A-sw F - 2.000, ,2 . t , , I i�I;R `,Z I I
<br />2L . I /11 - \ I \ A- '
<br />- _40"IMITU I I , ___ Lo� 19T ,
<br />OSSIDE, " M"MUD, ocrAn, AJ OET,4- "L:,
<br />�.
<br />- EUCE " �
<br />� \ ,
<br />46.6 0�50 GAVE, �, `\_ / �10 I -I:W. EDGE
<br />L A .�, G_SC " A
<br />, \ I
<br />4. B� IT
<br />[�Ir -------
<br />I
<br />. , I
<br />_ _ _
<br />- � - - - , +--,/
<br />--- �. - I - -------- I
<br />�� I - - - - - . . - ,; ___.:!i"
<br />I- ,.3k� �l =_,�-_
<br />_ 1 -5.250' ----- L-1.350'-i
<br />T 5IQRM USE 0 END STORM PANEL
<br />2,157' --
<br />__� I . - I , - w --- - ---- --
<br />___
<br />-
<br />Gi5ot Fl/ - --I
<br />-,.- I--- I -
<br />PANEL �S IS up ---' '. . - - 'i
<br />2 IV' 125' - 7bO' - 1/4-o-20, I /4-o-zo. I 21!:
<br />. . T 1 ,W. i I - - L
<br />w/ WA,AEETO _ EtICE, , - " �, I � 125". - 1 30t SUIXES r M _ 7W
<br />- �,,_ 2 .
<br />is Stw ENETIFED TE 'I'M 7W
<br />Llm' It a --I-, _____1 2
<br />�11 ,_ _. - .125*: �4
<br />1 aw, I _=� , I , "a � .
<br />- � ,�� - I n � ,,�o n/ �-.+* TO ANCLE I
<br />/ le , -Z . _�_ I __T I
<br />,-�_ � I I ._
<br />, �, -
<br />" 'K, __ - ., I ,��, *ODII, _ , * "� "I W
<br />, , �_-� � 1375' .CS3, - � � E. _�,
<br />, �:- , �.,�,. I - i 1. , , ',
<br />,� Pr - 0-9) Z125 DOE, , � .
<br />- -
<br />_ _
<br />1�7 <, - � 2 : 500 SEE __' __�%' ON* SEC
<br />--t-_!� I 7-7
<br />� ,, . C., I . .
<br />. ,��Z 2,125 . _OE - AIL I .,25
<br />,�� ,� b150 . - ^JI t x*!=:ALt_
<br />I I
<br />[
<br />� �
<br />. : :
<br />� I- �_315 I I
<br />- &, _, HEMAIEIQ�� _.. 1� 1 , E - I T 4
<br />/ - � A C � i " 4I "2E i
<br />_: -
<br />I I i i
<br />-�E'l �
<br />I _ftl
<br />I/ 1 .2-W I
<br />- - . , 5. MI, - , � - - " - - 1.500, - L -
<br />4 , i
<br />IT - �', , (31, 1 in" a
<br />_aw<
<br />, � Sb_
<br />LA / L --2,000-' - L_2,ox- - "
<br />ROUNDE'D CORNER a ENDS OF PANEL'S 419 &
<br />_N
<br />END UP W/ HEMMED EOGE. "I
<br />k-111 !hLiTAM (�) "ULHEAM (�) ANGLE 4� ANQLE WITH STUD @ ANQV_W11H
<br />(N.T.S)
<br />11131RU-111M
<br />I ] - ,I S-EE MI.
<br />I f- -A 1/14 A 2/14 , #_SAA, gP TOP EDoE .374* O-V '374 ,066* - ISO-
<br />-
<br />' � -_ ! -Soo* . PANEL �188� .,as- - I "ID, . L25* q.,.-m 30, SETAEs
<br />-, -
<br />I , I . f- -_ I � _1` I � S� STUD FIRM to
<br />. \, . .
<br />- �_
<br />I
<br />T
<br />1, .3_,t
<br />i a . 375 - .lilo
<br />IA 7,1063, .- S-- 12 1/2' OZ
<br />__ V 1
<br />1 62 I F__r � �_ ) I .
<br />t -_ -390- ,I / 1,57" : I. 671' 1 !40. ��
<br />I , 5- - , t.34Y ,
<br />- , I 063",,, ,*O.
<br />8I
<br />I 1,gla" 401�1 MR , ) I
<br />, � - ols� So.
<br />I- UED LOCATION AT - 657� 1 � i I �
<br />rvv& PANEL. OVERLN. I i I o8o* L__ ,_-_ - _ f I . I
<br />I, - Mt, M,
<br />\,, ;25--e ___,, .W4,
<br />---- 2ocQI -- - _ilrn,')
<br />I
<br />7mo- 1 (�) KEY HOLE WASHER _�____
<br />_� - CS3, ,_'. (�) (9 A/A�� T DAL-KAM
<br />I
<br />0,036* (II4,T) - .094* J ,-
<br />GALVANIZED STEEL I 11 3.4'0 10LETELLENTa WITH STUD
<br />�11 _ - E � - - ) ,4,,,"`� � ,XN
<br />: I I yN� %TIQ7 ,
<br />� - Y. ,t,' LONC �_ - ! / ,� " , tt�--,.
<br />,
<br />I I [ " ", �:�7-1 i.00 `�' ,f��.. ��EN$j***' - -1,
<br />, . '. - sr
<br />1 _�75^0 , I We e 7 �,'o ) Z
<br />I i &
<br />L,
<br />I ,
<br />I ., - -I � Z . � "
<br />. I _
<br />31 `N: - -- = I No, 44167 *1 t
<br />�, 11 :i2
<br />f I � "I = *- . * E_
<br />. "
<br />-1.1-1 "I � I I I - - ____ * . - FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />i 36 . I "t
<br />NICKIE, TEP� �t ,0% A24ft ILT=. *XL F,
<br />, - � 1_1AAA` C �P.�� STATE Of �fzz�
<br />I_ _ -7-250, .1 , -Ti-, - RAEO "Na. 14UT SSI 0 10? !V1. ...* - 20 13AGE GALVANIZED STEEL STORM PANEL
<br />I ,�,, ., � 44" CRAWN a,
<br />- -2,DOD' -- (�O KEY HOLE ;.." - '4�1- L,_ - .1 ____
<br />----�-, _� GLOBAL PROTECTION PRODUCTS. LLC, cy/m/"'
<br />AT UNE ION TENTE,
<br />`11�1101'11, � _ __ /111L �E C 0
<br />" ;
<br />Rd, I , �\
<br />__ __
<br />---.--
<br />---I ,.. .
<br />I-, ,
<br />, , -
<br />,�
<br />NORNMILn �, I - - 4M S.W. S Sew
<br />* 2"'XIT'XI/4" -�A-,<-e;t tow"Ev; I:IAXr, P, Mal.
<br />n-5MIEG
<br />-Tup- _* _M=EM*6
<br />", 20-176
<br />ATERMI'VELY. USE WIND RUT WO"T �:,
<br />ALUMINUM ANGLE MONOLITHIC WASHER W/ ADDITIONAL _ DP�4 ___. _ � AMEEENI. I - ENIONE, E4Ht)IEE1*-7S.!5I FAX- (954RETE"
<br />am ,.I
<br />-
<br />I. 1/fro-3/32- WASHER tSTAINLESS CA - IS I .AAMEWS W
<br />Sim " MaIrl PLATED STEEL). PE 5141'SONIETUREIMME EXALM A. WIR J,, PE E41 - _=111- PN E, I - - 2 or Ze
<br />1 . __ _ �LMJI& I , I -
<br />i
<br />I . I
<br />- __ -
<br />ANELS(-I) & (1A END apsin W
<br />M51ALLATION DETAILS FOR HOULAR P - _AU Mg iMUA=gN IN g= MUMM
<br />INTO EXI$TING POURED CONCRETE OR CONCRETE BLOCK STRUUURES QQNCBM I= OR WOOD
<br />� r.I 00 = a.." MMLE ED, CDEXCRM ANCHORS 11.1 I ,/.-",V.- � YAUD EO L LWE UFM AND E-Z HANG SMRM Mi MITU
<br />, "" C, TAP -OW I v __
<br />-11, WZ(.1/!_
<br />i WE SCHEDULE ON (SEE SCHEDULE ON , 1011 ��
<br />: EIRM a & 9) SHEETS a THROUGH I - I I I
<br />. I ) ��', 7'"'
<br />1 ;�� 1�
<br />1 7 TEEI, , ,_
<br />2�
<br />�,
<br />. � I _
<br />I -IF - -�4,1 ,,�A
<br />1 ��'�. I_ I - r I-, I —
<br />,�. I I �t'_Ii
<br />I
<br />I /21 1 (�k�
<br />I � , ,
<br />112 ) 4-1, ,0�g
<br />I I � , - I _jI:t111__=_; 11
<br />* I
<br />14 e"_ i .1 � (�) 7=1�_ 1 / � I
<br />MST" FRLM I 7 : I I N, , i _Mq�. - T =
<br />K . - . , I ,4
<br />0
<br />CONCRETE . - , � E�'D -L)- =--I-%. -
<br />, -,
<br />. - 7 ,
<br />I , �, -,,, t- - 4,-v-s
<br />REDURED I xll � - K�. o I
<br />. .1 -
<br />i .�� �, ! I i %.� i - 4) : - t � ;5.�,_
<br />I E.D. t i . 'IV - �_ Z.�� - ,
<br />f`�. I - , I , . ,-,- ., __ __ - L--T-,T
<br />L � - I, - � .
<br />��k!�L", A I) I
<br />i i. J
<br />. . , i; I 11 � I
<br />� , I I t -� , XWN:T`
<br />" I I x � . X_ .
<br />- - ��_-�L�., � EXISTING POURED I I 1 --- �� �J �, I
<br />- 4 ;-- 1 � _1 I �Ie - -" - - ,- _=
<br />3i CONCRETE OR - -
<br />. ==;- � ,
<br />I , �
<br />4 : T COKITEETE BLOCK I � . �, I , t
<br />1 � C!" 1 2� -
<br />I A, /",
<br />I : I 9 RIOUISTUD. I " . _J
<br />I ; !ti — - - - - -
<br />I i t�� ; CA�"M) (D,:w ;CA"-
<br />I I 9
<br />.1*,',*ff:
<br />': _J I a I , __ - - _,�: _ ,. , , J �. -, I_ I- -1-X
<br />� � I ;11 I
<br />� I I Its t'4 ; 0 CASE B (PLAN)
<br />Altvr_
<br />III
<br />I -r- A, , SCALE z/16-1-
<br />__� 0� i -up I r, Ll M-11 i I � ___,gr
<br />. � -
<br />I . *MI' I I ,� ". ,
<br />A . ,
<br />- 1� I I SECIEPAI ! II-1;I.X _110= 0 "
<br />I " I Sa, SOROX" : I =."'IF.. � , , I
<br />. �_?. ","I WAI A I �, . ___. Erx I "A" I
<br />McNIUSLUT 11 � .. SE"MM"'A I "A" , I
<br />JI SO,
<br />_`R`W. - ZI ,,, - -9, .
<br />Q�_
<br />: I i - (1) I
<br />I - _C0 CSI
<br />I- - - , � __\
<br />I 7_� i i i I ". 1. _. I& ---I
<br />[
<br />I IF . . � I
<br />I I . I . IV. - I ... X11111
<br />-1 // -
<br />I - . I
<br />'-wi 1 1 - ,I-- - ,
<br />S-1
<br />- . -it-, 1"
<br />'i
<br />- - If, -
<br />-!,, � �- . 9 =- , I
<br />7 77-7 7-7 I . I nIvETsFuEI I It , _ , - I
<br />." i - /,, 0.4 1 I I , 111-0 L- -�
<br />I .1� " X-E 1^1 .� I
<br />�-, I ;1 �'Ij� !777 I I --,- 1 2
<br />I - —
<br />DJSFING POURED) E 0 _ 1 1. I I I 1_r -
<br />�1, I I I - - �� 1-1 III=
<br />. , I
<br />CONCRETE OR I I . � I I _1 `4_�_-Ik ! I CA31-9-21AW
<br />C',
<br />"C
<br />WELOTLI "Co" , TEXIELING POURED " � � -
<br />I - CONCRETE OR � , � � fm ! . I I SCALE 3/ilS-I' QAEA4PN)
<br />I i C=3clRc=ZT__, - - -
<br />ip � �_l I , CONCRETE BLOCK ""',
<br />- ,M� I REQUIRED
<br />- - ---C1V5-.�--=-,-, VT' - I
<br />i I � 1/2- V 1A. �14 =-I%--.
<br />� I ffir
<br />. ,:�� __j I _ __ - I II: I I -I,/,-- W4 * . ,, I =9 =-- �w=a f=.,.=_, ,
<br />,�-� ,� -
<br />, .-,.= _-_ = .0
<br />=-` " i 071
<br />�
<br />F
<br />FEMALE 0 .=Vt , , -
<br />, :I -
<br />�, - -
<br />KITS OR OF TAP� CO.CTIETS AXCH.M � - I ": �,f� L" 4
<br />- 4 `1 -
<br />-I'-- -,,-�,�,_",�:.�t,,��,` �,� I
<br />(SEE III= on �, (A) - - , - - � I - I 11
<br />I
<br />ORD: SCOOL41S ON
<br />TREMTS a TH.DucH 0) I , 'If ISEEL, I " ` Ei�l i�= WI '4'W
<br />1�1
<br />�
<br />PtEETS 1. 4 S) WALL. A ,a_ 102W44411144ar
<br />BUILD �
<br />59911119,AFEAVA9111M 'm \� Z ", I /,
<br />_ IMMU, 0"A'A" ft"'I I , C1. / 1
<br />SCALE 318. I' WW OPESW Worto .0, . rf I , -1) VA 0
<br />� i, `_/ ,_�P,, %,A= - A "'
<br />11--rc DISTING 1; NEW I' WIDE F VARIES . I /T* -( i KILL, MEWEA VEA 00, NNEW
<br />f E�O. - (D-0 I
<br />NO
<br />IF=
<br />I I 1140K ALIAC TUBE OR I* A , CALLMDON)
<br />�
<br />11 I EXISTING STUCCO/ P I WOOD PLATE SPACER t I ,��
<br />- )NDCD L
<br />,I-\
<br />''I
<br />BAND i __ ,�I
<br />, ( Dil
<br />* NEW 1� WIDE I, VARIES , I/O* ", I �
<br />: NOTE FO DNS:
<br />/
<br />�
<br />AUM, TUBE OR IF . VARIES ,,, , ,__�
<br />, PT WODO PLATE SPACEA
<br />� I I T_ _�111� � i TOP & BOTTOM MOLINIAGS CAN BrE
<br />PE- �,
<br />I I
<br />- � I COMBINED IN ANY WAY TO SUTI ANY CASE E �
<br />6 , I ; , CONCRETE ANONCEIRS 1� E��H)
<br />�; .1 I ISLE I ON INSTALLATION. SCALE 3/1
<br />I SCHEMAK
<br />T
<br />� , 1 , C,, ,.,,
<br />,�-- -,-.I, ---
<br />I �
<br />- i I I HEM JET 'EROUI;H lt:`]J
<br />'fa"r
<br />I /_
<br />� - -
<br />- -.-& ? 6 - . / " � �.,. NZ',!",
<br />"I'--
<br />�Io
<br />I
<br />, .
<br />V . 1� __� '. -
<br />,,��
<br />=tPoPop - _ 4�-`,�SEN'('�' a 1, FLORIDA BUILDING CODE (1410h VEEEI!��Cjl HIM 'Carle ZorNE)l
<br />_,." A.C40"I I Wr
<br />(MR, -pep�� 1 1(2� M,1 CONCRETE BLOCK -' 0= 10 . I ' I " Oam TUTWL 911- - FP
<br />- - NIZED STEEL STORM PANEL
<br />- - A . In I- TRA.'s NeIcH, It : No 44167 '.. 1 20 GAGE GALVA DRA,"I V
<br />3 EW,,, RECTURm -
<br />xlll.� 5/8.,- 1 * ,� * C___ /
<br />- _�,_____ '
<br />T I
<br />�_:__ , - � / TECTION PRODUCTS, U.CF _'
<br />�.01, GLOBAL PRO
<br />-
<br />IECOiuc, \
<br />ic� S ATE OF, =,;�Z --- �_,_____ _� TEAM.
<br />0 iL EGR 5EACERS ff.QM"� ' - - _ , \ &W.
<br />"Im .11 ST.W
<br />MIDN.-JW �� n,uff Term ITT omwrn%o CQWAW cwer. TIL =I,
<br />"�` -..-. ___K`XRN,._W`
<br />19 JR&QK* ADJACE i , 20-176
<br />&
<br />,_ _e�, PNXX*I f-l"I ONALM-cm
<br />N -
<br />�:::& _of 1.4 EN-1- I A,, � MI H'-'- ___r_ �
<br />-1-0: DEAL Ok-CITEDITIFFID -.1
<br />..
<br />__n= _�
<br />V�I*1115,Aaocu"Er .0 A, nun ,,, F-C : S-M I of 24
<br />— anNEILA, fi-,N LIX # t,tl�7 , I - =, 1 ; I - I
<br />- -_
<br />I I
<br />,PRoDVCrIrVA1,I7An0NRE1P0RTN0, 2(1-0727.02
<br />. TEJ1REFPSM-
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads asper
<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 1 fO2 witnessed by William
<br />R_ Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 20 as per section 1609.1.2 ofthe Florida
<br />Building Code. Test Report prepared byAmerican Testing Lab ofSouth Florida,
<br />Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P,Ej as per ASTM E-B and Tensile Test as
<br />per QG Metallurgical Report No. I OIXI 31 8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaclotfano, P.E. as per ASTM E-8.
<br />2.3.STRUC R F-ERING 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 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/1 8/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P.E.
<br />I MISNLE IMPACT tESISTAN E,
<br />Large missile Impact under section 1M,1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201 �
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11, 13 thru 16
<br />and 18 of 1 8, of Product Evaluation D"uniant (P,E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code cornpliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard,
<br />E 0XREf9R1ND_.Zfl6_-QI
<br />5JINSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and I 8 of I 8, of Product Evaluation Document C,r,)
<br />(P.E.D.), drawing No. 20-175. C_J ,
<br />C=
<br />" ,
<br />t. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: (=
<br />Shall be strictly in accordance with General Notes and Components indicated on C%A
<br />sheet I and 2 of I a, of Product Evaluation Document (P,E.D.), drawing No. 0_�
<br />20-175. Ell
<br />Anchor specifications shall be as Indicated on sheet I of 18, of ProduEO
<br />Evaluation Document (P.E.D.), drawing No. 20-17& 11;�
<br />7_LfflJTA_TI0__NSANP__C_�D lQ,R5_QE_USE'
<br />71 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indle-C
<br />on sheet 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. T111111, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZOP&,-%
<br />as defined an 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. Tillit, Jr., P.E, (Florida License
<br />No. 44167), President of Tifteco. Inc. (Florida CA-0006719).
<br />WATtLL
<br />CC�TILTECOADMONRECOROS`IP E.REPORT.212
<br />CIALVANIZED S7EEL STORM PANEL �DRWG #20-17,51,
<br />1 1/4, 2/4, 3/4, 4/4, 5/5, 7/5.
<br />-tillRelW/10, 2W/10F 3WE/1% 4VI _1111e, 6/5
<br />-5W/10. TTEEI/11 & 7W/11 __ F, ,
<br />-3, M"__ - ___.11.1. ANCHORS: FOR CONCAVE SEE SCHEDULE ON SHEETS 9I& I . , -_ -_ ___- 3' M" -
<br />IF MIN VCR WOW SEE SECTIONTS 09 SHEETS TO & I I � I" MEN,
<br />__ - -
<br />0 0 11 - 0
<br />1
<br />-----. ______.__ I ___
<br />D.M_�021(�), 04+(& I - -1, ,--I- --17���__ , ----- r, --,,' ,----T-- _1_7 ------ ,_ I I
<br />I � I I I I I I I I T ------- I- I I ,_ , i I
<br />___ . i I I , I
<br />I : z I
<br />_' ---' ---- �_ i __,,_7__ _,1 , I , , -T �
<br />' .. - I—— ---,--- �, �
<br />, � i � ,
<br />04-1(�), & @ . (�) T 1 ; � 1 1 � l � E I �
<br />�" ' I � 1 I
<br />i i I �
<br />� , � � I i � I I
<br />i I I ,
<br />I I � I I L I � .
<br />I I 1 S
<br />1
<br />1 , � �
<br />I L
<br />1 ! ! i I
<br />I ,
<br />, i I I I I I I � I ; �i I i l
<br />� '
<br />I � I .
<br />E
<br />i i I i I f I � , I ; I ;
<br />I I i i �
<br />I , I : �
<br />� ( l� ! 1 1 �
<br />I , I i 1
<br />i . I I I .
<br />I t I I I 1 1 . " I !
<br />, I
<br />1
<br />i i 1 : I EO
<br />i � I . i i � i . , , i I I ! 1
<br />I I � � I : i � I i - � , I , ___- � -_ �
<br />� - I - -1 I - I � --------- 1-1 __ - � - . I - . . � , . � _____JL I I
<br />I F,
<br />- - J -.I- - � f 11 ; i I 1 - - I
<br />- � - I - , �_ --- _____ - " : � 7 f -I -T - � -, -I
<br />I � I � . . I .
<br />. I , T , . . k
<br />I I I ` I i . I I :�
<br />� I I
<br />� I I I I 11 T I - , - . -
<br />: I � I I � : I I � 1
<br />I I i .; l , � i
<br />i � � ! � I i . - _ I I 0
<br />A' I I I ,_ : 1 11 � i I I � � 1 A'
<br />14V I P I , I - : I I 1 _7! " _'
<br />I 1 I'll _. - - I 1 J � I I I
<br />I � I . � I I �j I N
<br />� 2 l I I I � r I I �
<br />i : ,
<br />I . I ; 1 1 1 I I 1 1 I
<br />I : . p I �
<br />; 1 1 1 1 1 � , - i - 4
<br />lI , I - - - - - _: ;
<br />I � I ! 1 � i ! - . I 1 � � ,Sk�� - - - - - I W
<br />. I i I 1 1 I 1 1 I � � BOOED PANELS W/ 1/4.-20.1- 1
<br />1 1 � � ; � .
<br />,
<br />1 iUNSOLIED PANELS � I � I I i -S. U-S, BOLT W/ 7/9' IF 3,r32'
<br />� I -1 . I 1 I 1 I � ! � S 11
<br />(SEE SECTIONS AS
<br />I I 1 I
<br />� I ' *NGNU7S 0 EA CEVEFQ.M
<br />� I I
<br />! I I i I � 1 1 i ! i i �
<br />,
<br />I I i APPLICABLE) : ; I i i � 1 I 1 (sa SECTIONS As Ar-pocAtaii)
<br />; : r,
<br />" I . k 1 3 I
<br />� I ! I I 1 � � I 1 ,
<br />I , ,, ! � � 1 ; I i 1 1 ! I � .
<br />I - I " --f I I �� , 1 I . _ - - � . I __ I- - - I- I I L - i " __ - I : J
<br />. - I -I 1_1
<br />� __ �� - , "'T I 11 - - , - __ , -- - - 1 � � T ___1 �
<br />i I o � � : i ! 1 1 1 1 , ) 1 -, , i to
<br />I I 1 1 I I 1 1 � � I i I I I - -_ , , I
<br />I I I ,
<br />I
<br />i
<br />, E
<br />I I i I I ; I 1 I I I � , 1 1 � I 1 1
<br />; j 1 I 1 ` I l � i � : I i I i i i i � i �
<br />� I � 9
<br />�, I E I � I i i i I i I ! I
<br />� � I ; I 1 � , ,I I I I
<br />i i I 1 � 1
<br />I 1 � ! I � I I I I
<br />- , I 1_1 � 1 1 I ; 4 - -.1
<br />. 11 I I W __1 - . -I-- 11 "
<br />D.M.,(94(�) I - � __ - , � _1 r -
<br />1 1 �41 +0- 6 - - , ; I 0 I 141, � � I I - - I I
<br />- (AK W�,l -- �, - I i - I 0
<br />��& � �O� L C,J I V�, �
<br />i (�)+@-(i)-@. & LE:�Il - 1:i I � a .1 'R , . �11111 I
<br />- ,� - -
<br />': .. - 1/4, 2/4, 3/4, 4/4� 5/5, 7/5. I, MIN -
<br />�SIV/10, �_ 1*
<br />1W11O, 2W/10, 3W/10, 4W/10, 6/5
<br />I
<br />6W/II & 7W/1 I
<br />- --- - -_ -_ ANCHORS FOR LONCRCrE SEE SCHEDULE ON SHEETS 5 & 9 - 1. I I -
<br />IFOR WOOD SEE SECTORS ON SHEETS 10 & I I
<br />I N.Ls_
<br />1/.* III W
<br />2cr 1 -
<br />1 (MIN, DWEBLVE .1 WHOLE WAtm
<br />, - r , - _ ___
<br />�_� ,_ I
<br />�11
<br />: 1: I I I � 11
<br />I
<br />, _ _ :::, 11 11 11 - WI
<br />�__,__"111 _;�i ,*I' IEE, ___
<br />/1, I
<br />_v".., ,�`,", =,;:�A
<br />, 4,
<br />Mo. GAT, I I N -..., Wk
<br />I
<br />.- '1`1111�1i�
<br />I
<br />1
<br />�
<br />"I ,__(j) 46"' EN "".4*1-1, FLORIDA BUILDING CODE (High Velocity Nuricane Zone)
<br />U �- - - I _
<br />, .
<br />E'r
<br />I .* A2,4D T.Foc, W, 20 GAGE GALVANIZED STEEL STORM PANEL 0 VP
<br />I 441 AMEAW
<br />+ -
<br />*
<br />SECDON A -A! * * * ,__ . * :-- - 17/gv-
<br />14,T TE " .. " GLOBAL PROTECTION PRODUCTS. LLC. WrL
<br />S T�
<br />A Slc�- �."-,I----�-� 1L EC0,14C.
<br />.5. .-O,f
<br />S �p -. - , Z Z `WXX- I � b, STREET
<br />, . OR� - CKAEIANX ai;� " W'. 20-176
<br />'-,o,'-. . . 00��Wi;�,7',, ...
<br />1,,-%;; ... ���-,,� ., " ____AEWWIW1.E. "1c"t, ,W,�-�O. FNEI� (�',M--7
<br />" , -I .I.- - � Cap --I., ITEDWEEKI
<br />_. — - — -
<br />' -
<br />" cA" -
<br />19,t` t./ScAt"EURE/0"Er , �. P, -
<br />,44NAL. - 4f� MAI ULF It I : -
<br />I
<br />INVOW 1 FM9 '! 1 I - 3 - "
<br />; E . I - I - �
<br />.
<br />I I
<br />I—
<br />--b
<br />1NS1AL1,9JQN JXT
<br />AILS FOR REGULAR PANEL!;,'
<br />& (1-A
<br />i ,
<br />I INTO EXISTING POURED
<br />CONCRETE OR CObICRETE
<br />BLOCK STMUCTURES
<br />ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />PQuRED cONCRIETE
<br />WE
<br />-a CONCRETE
<br />_ _ _ _ ,,__ _ _ _i
<br />Fop WOOD SEE SECTIONS ON SKIET 12
<br />- -
<br />OR CONCRETE KOCK
<br />- -, -Pou
<br />-
<br />OR CONCRETE BLOCK
<br />, - T_11w=T"&11c.
<br />I
<br />3' M.. 3" M
<br />REQUIRED . .
<br />REQUIRED
<br />� REQUIRED
<br />I- MI. (MAL CNERLAV251' 1, MiI,.
<br />- - �1_— VALLEY"
<br />Sera
<br />I ST, wit -
<br />I ( ON
<br />:
<br />- __ -proin=
<br />I r-"`"--=
<br />_Ak's,
<br />-_ Did. . I P'n. 11111141 I r
<br />I�UCHEDULE
<br />: 9,
<br />SHEET, 9)
<br />SHILFF 1E)
<br />I I I I
<br />__W -_ -I -
<br />. I
<br />I �,,,
<br />�,
<br />� :
<br />i , ,
<br />I
<br />, I i * � I I I
<br />F a . is r
<br />*� . I � . I * 4p ; ,
<br />�, � �
<br />I ,
<br />I
<br />. ,-
<br />i : � - _____ �
<br />.
<br />. � � I - 1- I
<br />I I
<br />i ,
<br />��, - - -
<br />I
<br />�
<br />k
<br />"
<br />_: , i
<br />� I. � . _! - , i
<br />- ,
<br />t , ; : - - I I - - I
<br />, � .
<br />�
<br />:
<br />I
<br />-
<br />E-_:�V', V, � �
<br />ZZ 'I
<br />__ I[ ,,, , , I
<br />I �
<br />---Ici =4
<br />� "I i
<br />,
<br />p I ;
<br />I If i ; I I � o
<br />� .
<br />� �
<br />I
<br />,� I I
<br />,,�':�, : I
<br />�.
<br />I - I
<br />, I
<br />I I "-',' I
<br />;
<br />I . I
<br />_
<br />-
<br />: i 1�1 , I
<br />11 I I ; 11 I : � , I
<br />I
<br />� � ; : 1 51ox
<br />� i , I I ! I � I I I .L.
<br />: � I �
<br />I
<br />I
<br />L� " .,� ; -
<br />, �, � � _ " T_ !
<br />I 1. . I �
<br />' L, " I
<br />,
<br />E'o �
<br />I �, � ,
<br />,,,,, i 1 - -I3
<br />, I
<br />- " N , I
<br />ILD �r,� I �
<br />1 - 1)
<br />:�� �
<br />I
<br />� .
<br />I I : I I , ;
<br />I I I I -_ � , i MAX
<br />_ ,- - " - - - ,- - - - - - i - - -1 -- __L - �� L , - -
<br />, � - I 'I
<br />- , 1 I :1i1___, , -_ - , -- -,'-I - -] ----17 -_ 'I �
<br />, I - , ,, , I I .
<br />'�
<br />-
<br />IF �
<br />R
<br />4
<br />1, -::7 � 'ff":
<br />, _1� 1- � 1
<br />__ , _J,,�'�:
<br />� I I n
<br />; �
<br />� " 1',. ,
<br />_� ,_If_�, , I !
<br />f
<br />I � �
<br />T I I
<br />I I
<br />,1,',�,��_' �
<br />i�� - - 1 .
<br />I �
<br />I I , I I . � � - �
<br />I -
<br />I i 11 f : E , � I � .,- " - , I
<br />I I ` I � � 'I
<br />I � � " I
<br />I � I � ! � , i
<br />I . I 7 � - J I I I I
<br />I M-17/-i".11 7 , 4
<br />�
<br />8
<br />I
<br />�
<br />. CAN, I i
<br />lea, .WIE ;R
<br />AT - !
<br />ILI . V �* .
<br />I .PAMXXA To � � IZ
<br />f- 1;�
<br />iz� : 1 � P,
<br />I
<br />I
<br />- .. I
<br />I ��
<br />: �
<br />I- W�Xy-,h Z
<br />I
<br />I * ,
<br />I , , I I " 411, , , I , I
<br />t,4 11
<br />I �, ,
<br />I I , , I , : , I I �
<br />I
<br />� ' , � I , � ; i � !, , , �' �' I , -,
<br />1, i
<br />� I � , �111,� - �Tl
<br />�
<br />0�
<br />I I I
<br />I ZE �
<br />� I
<br />I !
<br />1 � � �
<br />I I �
<br />�
<br />-1 - 4
<br />I 1 t , i ; � � � � � � ! I I I I I
<br />i J ,
<br />i ,
<br />� I
<br />.
<br />I I 5, x
<br />,�,
<br />�E/.-�I- � �, I .
<br />11IS, VoL. W/ r; * �
<br />'1"RzT"/`", * -: - 1-11 9t B
<br />WRIC . I
<br />I " � V
<br />:
<br />I
<br />I I - , �
<br />- , �
<br />11.14Q MI � I � .
<br />-I I
<br />1 V. W/ 11 I i !,
<br />k, . I - I
<br />tl/ � 3. -
<br />� . I I _� 3
<br />I
<br />1. I P
<br />I 2
<br />I
<br />�, " I
<br />� . � .
<br />I/'E`_cA,
<br />� Is, MIS W/ , - .J
<br />, i 9
<br />.3 r 1
<br />i T
<br />1 IT, ti
<br />=1 IT, �
<br />E'NOTELA'. ..,
<br />I fa
<br />+ I
<br />; I I c I � I x
<br />__ � � � I I : I I 5a
<br />. - I - ' T , 1 � r � I ' � � � I � - _f, � , � � -
<br />i p I I I or *L"
<br />- I ! : f I . ; I ! - No
<br />: � I I i
<br />i
<br />. � �
<br />,; � I I I � � I I
<br />! , i I I I 1�
<br />I I I L .1
<br />19
<br />'5
<br />-
<br />I hL
<br />I__ - - __ - . � , - 4 8
<br />-
<br />f � - - , --, � !_ . F_ ,
<br />.
<br />�
<br />! -4 , F,
<br />I- _ � - I __
<br />- - - 11 - � " �
<br />I ---------- - - - - - I I
<br />�
<br />I
<br />I- _ - - - - .. - � , I . .
<br />I - - - I- � - " -, �
<br />I
<br />f i . I I I
<br />! : I I
<br />I
<br />� j I I � � I I
<br />( I I
<br />I : tX
<br />I -
<br />L�
<br />i �
<br />� W
<br />i .
<br />1 1 I __ = ,., � I
<br />X .1 I 4,aL ��,
<br />I
<br />i i
<br />�_= i So, onvuEtt
<br />T.�
<br />i 'L
<br />I I
<br />I 69�_ � 5D%
<br />�91v, ; I - OF 'L'
<br />I -
<br />:
<br />wi� � sox
<br />- z.3
<br />- �- Lip"amg, 14 Wz ^v 3, Z -
<br />.3, W -- I OX19. 4 vol " MIT,
<br />or
<br />- `T ' -
<br />I I ! � wo
<br />; L
<br />�," 7-, . OF 1,
<br />I. w�
<br />r'� -
<br />, �__ ' " '7 MAX
<br />� , . � - a
<br />�
<br />I '1_ (1)
<br />'�.' r r,, - """, � � ! � -
<br />.1
<br />_4 - - - T777 MAX,
<br />__ __ _ ANCHORS FOR CONCRETE SEE SCHEDULE ON SN.W1 9 - -
<br />�,
<br />I ,� f
<br />Z"
<br />. - �� i : 1
<br />_,_ I
<br />1:1 I"
<br />7 � -
<br />_1` 13
<br />FOR WOW SEE SECTIONS ON SHEET 12
<br />. � 7/5,"31w-
<br />ED o
<br />.11" �
<br />�. rW
<br />" , I
<br />,
<br />to, - 1'rI .
<br />-�,
<br />'r I
<br />I F-o' � -, - . .
<br />REGULAR STORM " & U ELUMIQN
<br />I 1,
<br />I
<br />�Irl� I , I SRAE 9 11 I
<br />I r �_ I ;
<br />t ` ,4-0 � 11n, oc�
<br />--�-
<br />0
<br />I : ,,, 1
<br />I I : _ I
<br />0 J� � I
<br />- I - . Ir I
<br />L,
<br />� I I
<br />! , ,
<br />I - , ,
<br />i ,
<br />-11,
<br />__E�:
<br />: 1
<br /> , I
<br />�,
<br />W�3LI'�41
<br />1/4' Mo. GAP
<br />� - � . %
<br />: r r . L -, I , If
<br />. ,
<br />; 1 _1111/4-
<br />I ",
<br />t� �,
<br />-
<br />T zoo,
<br />� J�
<br />-i
<br />I
<br />. v f _
<br />_11
<br />I I
<br />f
<br />Ir-
<br />: ,"
<br />_ Uk",
<br />. I I" I ,
<br />I I - 4
<br />1�0200/4-
<br />_41 ,/a."/.. SS BOLT
<br />r WING NU71
<br />* 121/2 - ETC.
<br />1 1,1 — �
<br />I 7 1 ,
<br />�
<br />CONCRETE ANCYCERS
<br />N4111 OVERE-AP2'67
<br />, !2_WN111 WILLEY)
<br />____ __ ------ r,L . (9k
<br />kI- � �'
<br />�0'1_1' ��
<br />* -1-1 rl'',,-,�-":-",",-",------', �t A
<br />4_-�_o-� �_�� .__ . ;
<br />- -
<br />CEX,
<br />_ �OATCREEIL ANCHORS STAGOCRED
<br />I CONCRETE ANCHORS
<br />I ISIT SCHEDULE ON
<br />t �
<br />(SEE soteovu: GET I .
<br />� /4
<br />. SHEET 9)
<br />�7_ - ---
<br />-
<br />"ImAw I I
<br />11I
<br />WE, STUD (SEE SCHEDULE ON
<br />SHEET Ell
<br />i
<br />SHEET 9)
<br />. pou ED= CE
<br />- 1
<br />� ----- 1-59RED c CRET: CA
<br />CONCRETE BLACK
<br />I , c = OTT
<br />=TE
<br />ALEITIREV
<br />NECTION A. -A (Tn.)
<br />sme 3,1,3r-I,
<br />EYE
<br />"O'M
<br />REWICCD
<br />D2M AND WALL MOUNIJNQ
<br />Itm�
<br />DIRE AND WALL MQUNTING
<br />I
<br />mffiffiw
<br />REN"
<br />SCALE '1/6-1*
<br />INZrALLATIO
<br />SLOON 9
<br />scILE 3/8.,-
<br />SEC71ON 10
<br />SCALE
<br />I'M I;,,,
<br />,Aoll;�s N: Tio,'%,
<br />.... ;?.
<br />.� .... ,&
<br />. '- �
<br />. ElTlj� -!'� -,
<br />FLORIDA BUILDING CODE (Nigh Velocity Hur cone
<br />Zone)l
<br />FOR
<br />9 " .
<br />= - No * -
<br />P?= FLIc . Ac 20 GAGE GALVANIZED S11L STORM PANEL
<br />IP
<br />IRWIN of.
<br />E.D. - EOGE DISTANCE
<br />( SEE SCHEDULE ON
<br />_QQMMN&PQR_QE_U=N�1
<br />TOP & BOTTOM MOLIN't NOS CAN BE
<br />�
<br />I
<br />S i * V__.e�#,E_,�-- ,- I
<br />* . �_r . W,
<br />et_
<br />_,r_, _-_11.3t_;t - - _ _' DUCTS, LLC.
<br />M , ATE 0,
<br />_ F�c—o7..
<br />, S - - / 111LIECTIl \ ULUBAL PROTECTION PRO
<br />��,_`,`,
<br />47M/N
<br />LATE
<br />SHEET 9)
<br />COMBINED N ANY WAY TO SUIT ANY
<br />INSTALUKTIOZ
<br />�
<br />ORID
<br />il--If-
<br />L
<br />ULLET mn" A EN IDLIENTO COMPANY 1xil"'Z57
<br />—
<br />'O
<br />. *,. -.*." , 0� "'e"
<br />,
<br />llfl,�,�','f,!,
<br />,__. - _.".."..", .F. PIKEWZI� 0164)SOX-7546, 1`01 (si.�m�m
<br />— � w) .. — am 14, — -
<br />MI, . - - . - � -
<br />20-176
<br />oft"NINT; NA
<br />, HEE.,`;,,W'11Am-
<br />CA,X`TME7I 0
<br />XMI A MA j, T "' I
<br />rue� LF. 4 44 _j_L_ �
<br />I ,;�_
<br />E I �
<br />
<br /> � _j__A_
<br />-
<br />_4"
<br />(1)
<br />a)
<br />C_
<br />Cn -ffi (1) -4--i
<br />_0 > = 0
<br />I I i- L_ = _0
<br />, (1) 0_ 0
<br />a) 0_ 0 L_
<br />= co -0 CL .
<br />-4- (1) (2)
<br />MO -II.- C/) -=
<br />= = M -cu U)
<br />(1) -0 0 -0 -0
<br />= 0 -2 - = (5
<br />L_
<br />0 CD_ = 0 3:
<br />Z� = 9__ 0 E —
<br />.Zi M = ,,- M
<br />Z. I"
<br />- - . Ln -0 E a) 0
<br />=�
<br />, - L_
<br />,_� mr a) " -I--&
<br />= W CJ1 .U) (n CD_
<br />_= = Co C
<br />_.; = =., C- M .102 -I--& -
<br />M
<br />.!a M C= - - C
<br />Cn _'.., C,4 � -0 . — C/) <
<br />C" =
<br />X"I4
<br />- X 2 ni - I
<br />_-_ �e W
<br />= ..Z-; =
<br />AE E =
<br />�.- = __ =
<br />ca " = --X
<br />= -:r M
<br />-
<br />W 3: = -
<br />:3
<br />= . s Ili "'M
<br />Z. = =
<br />�� = ,M t
<br />=� = . - :P.,
<br />2 >
<br />W
<br />= tE
<br />._
<br />2 0 .4
<br />0-
<br />T,
<br />_
<br />0
<br />I_
<br />Z
<br />PF
<br />T
<br />mi
<br />Cn
<br />a)
<br />,
<br />I
<br />a)
<br />=
<br />M
<br />0
<br />"
<br />"
<br />=
<br />LU
<br />:E
<br /><
<br />Z
<br />Z
<br /><
<br />_J
<br />a-
<br />_11-0
<br />(D
<br />(D
<br />=
<br />U)
<br />M
<br />>
<br />0
<br />L_
<br />0_
<br />0-
<br /><
<br />-6-0
<br />0
<br />=
<br />_0
<br />0
<br />L_
<br />a-
<br />0)
<br />Cl)
<br />M
<br />rn
<br />SHEET NO,
<br />SH 1.0
<br />
|