|
Ta :?. , I I tI _ I _ _ I I I I 1E 111 VII1r9 1'm11a 1 '! I I I I I I _ -L 1- I -I ---- -- I 1I, I IAMB
<br />./ -- Z 1 :::::""""
<br />ILI ECO
<br />PRODIJ r EVALUATION REPORT• NO 20-072R 01 2
<br />III�c.
<br />TILLtT TESTING &ENGINEERING COMPANY
<br />22. TESTREPOR:
<br />-
<br />-- -- _
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />WAT TF.R A. TTLLIT, IR., P.E.. Titteco(AQ(a(T1.cpm
<br />rL P.9, LKUMA �.. MIA-,
<br />per 9
<br />201, 203 as r section 1626 of the Florida Building Code. Uniform static loads
<br />PL C.ALivan.N,.IGIA719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/0611998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />REPORT NO.: 20-0720.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />PRODUCT SUER -CATEGORY: Storm Panels
<br />2.3_ST VCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />MANUFACTURER: Global Protection Products LLC,
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />4800 S.W. 51 Street
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davie, Fiodda33314
<br />1. PURPOSE OF EVALUAT ON:
<br />This is a Product Evaluation Report Issued by WaNer A. Tillit, Jr., P.E. (System
<br />3. MISSILE IMPACT RESISTANCE.
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20.3, Method I of the Florida Department of Business and
<br />C WIND LOADS RESISTANCE:
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />19, 25 and 26 of 26 Product Evaluation Document No.
<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 />26,
<br />o
<br />Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 19,
<br />on sheets 8, 9, 10
<br />at least equivalent to that required by the Code.
<br />14,176.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />5. INSTALLATION:
<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 />2.1. PRODUCT EVALUATION DOCNL(P•E.D.1:
<br />IIM
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />{P.E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by' itteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P,E.; dated 07/28/2020. This drawing is an integral part or# 1,hIs
<br />LIA+HHIHnN7F"
<br />Evaluation Report. A; i!(iC%-1
<br />A TI((/p✓ri'y
<br />``�.PtiZEA
<br />-�: L10ENs� :✓�
<br />``\��P�rLtZ
<br />_ s3� ��CENSF ?
<br />_ ��--11
<br />�-- No. 44167�b.1167
<br />�-- 1.
<br />7/ c��'� "$ TI * ?
<br />/ ' r
<br />*
<br />STATE Of t (r
<br />01 It
<br />,�AFss. ARID-\;F\NN
<br />r�r'h4,FS/pNALE�,��`��.
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone; (395) 871-1530 - i'94y� a
<br />"'+�NNillin"'%10
<br />t&'+
<br />GIFNERAI
<br />8.3) IN CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />MJo FOR m ONE a4Uom 230M.B81"
<br />EXISTING WILL Or -HORS SHAI1 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 5SUCHPANELS.
<br />7N6W1lmH
<br />STORM PANEL SHOWN ON PRODUCT EVALUATION DOCUMENT (PED) µ45 BEEN VERIFIED FOR COMPLIANCE IN
<br />ANCHORAGE SHALL BE AS MENTIONED IN 0.1) NO IN E.2),
<br />ACCORDANCE WITH THE 2020 (7U EDTIM) OF THE FLORIDA BUILDING CODE
<br />(C) TO EXISTING Now iMIN SPECffK GRANrI G . 055 YIN `:
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CoCc,
<br />- ,/4•W TAPCON ANCHORS. AS MANUFACTURED BY I T.W. BUKDCX, INC.
<br />PANELANTE FEMALE U MID PAELMAIE PLUS ANCHORS. AS
<br />FOR A WIND SPEED AS REOMEO BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
<br />FOR A DRECTIONAI)T'Y FACTOR Kd-0.85-USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.D-)
<br />- r14-10 MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />- 1/4-0 LAG SCREWS PER N.O.S.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16. t9 A 20.
<br />- 7/16'9 , 5/8' WOOD BUSHING. AS DISTRIBUTED BY ALL POI, SCREW, BOLT A SPECIALTY GO
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. IJLTMATE DESIGN WND LOADS DETERMINED PER ASCE 7-16
<br />C.1) MINIMUM THREADED PEWETRAT,ON INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FOR ELCO PANELM{TE PLUS
<br />SHALL E FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />AND PMNEIMALE FEMALE ID.
<br />COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SMELTS 7 THRU 17. 14. 15, 16, 19 A 20.
<br />C.2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 112- NO THREADED
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P E 0 AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE
<br />F STRESS OR WINO LOADS WAS USED IN THEIR ANALYSIS FASTENERS SPKNC TO WOOD HAS BEEN DETERMINED IN
<br />PENETRATION INTO STUCCO SAM, BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION-
<br />ACCORDANCE WITH N.D.S. 201a..
<br />C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SWILL BE AS INDICATED IN THS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE WAS BEEN VERIFIED IN ACCORDANCE WRH SECTION 1626 OF
<br />ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING A TESTING INC. REPORTS 95-569. 96-570 A 96-T30 AND
<br />C.4) MINIMUM PENETRATION G W000 BUSHING SHALL BE 5/8'. 1/4' W-20 SCREWS USED SHALL BE 1 / MINIMUM
<br />/2- LONG MMUM
<br />FENESTRATION 1TSTN0 LAB NC., REPORTS r2032 A /2126 . AS PROTOCOL TAS-201. TAS-202 AND TAS-203.
<br />SHOULD STUCCO EXALT. AND I' MINIMUM FOR WALLS WITH NO STUCCO.AS
<br />NANpRCAH TEST LAB Of SOUTH FLORIDA REPORT I0219.01 -09. AS PER TAS 201. TAS 202 ANDC.5)
<br />WELL STANDARDS.
<br />TAS 203 StAR05.
<br />IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO DR WOW BOARDS BE FOUND ON THE EXISTING
<br />2. AL ALUMINUM EXTRUSIONS TO W63-76 ALLOY AND TEMPER. UNLESS OTHERWISE NOTED SEE SHEET
<br />E ( ) 2
<br />WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAR STRUCTURE BEHIND SUCH PANELS.
<br />ANGHORAC[ SHALL E A5 MENTIONED IN C.1) .
<br />). C.2) ! C.4)
<br />3 ALL ALUMINUM MEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY.
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL O DIE RECOMLRNOATIOFK AND SPECIFICATIONS O THE ANCHOR'S MANUFACTURER.
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OILVIM1 STEEL, ASTM A-03 GRADE 50 MINIMUM. G-60
<br />GALVANEZED STEEL DESIGNATION W/iY. 58.9 AM (AFTER ROLLED).
<br />B PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION GENIES SHOWN ON SECTION 3 THROUGH TO (S,¢ERS 4
<br />THROUGH 6) EXCEPT THAT HEADERS ® A ® SHALL NOT E USED,
<br />5. ALL SCREWS TO E STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT CCATED CARBON STEEL AS PER
<br />DIN 5mia W/ 50 bi YIELD STRENGTH AND 90 Mai TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE
<br />9 IT SHALL E THE RESPONSIBILITY OF THE COMPACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO E
<br />ECITOM 2411.3.3.4.
<br />ATTACHED TO INSURE PROPER µCHORALE THIS SHUTTER SHAM ONLY E .ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BUILDINGS.
<br />e. BOLTS TO E ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STARLESS STEEL WITH 38 bi Y,HNAILIY YIELD
<br />STRENGTH _
<br />10. EACH REGULAR STORM PANEL WIN LENGTHS OVER 8'-8 THROUGH 12'-4'. AS PER SECTIONS 6, 0. 9 A 10 AND ALTERNAINES 8W,
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS
<br />9W A IOW ON SHEETS 9, 5 A 12 RESPECTNELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR
<br />TENANT TO SECURE PANELS WITH APPIJCAME REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />(A) TO EXISTING POURED LONCBETE
<br />11 THE INSTALLATION CONTRACTOR S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN M COKW40US CONTACT WITH
<br />I/4'9 TIPCpN ANCHORS AS MANUFACTURED BY I.T.W. SUILDLX. INC. (M�r. Fc.3192 p*J.)
<br />THE BUILDING t0 PREVENT WIND/RAN INTRUSION
<br />- 1/4' W x 7/50
<br />' CALK- ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN. OLT
<br />CA. T
<br />- 1(in J. 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED 8Y ALL. POINT SCREW, BOLT A SPECIALTY CO.
<br />At
<br />12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INXCAIED IN THS DRAWING PLUS ANY BOLDING AND ZONING REGULATIONS
<br />(Mn. fc-SOOT p.4i,)
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />- #$A-10 PAELMATE FEMALE 10 A PANELWTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCMRN PRODUCTS.
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER S GENERIC AND DOES HOT PROVIDE ITORHNTION
<br />(MN, t'.-33M PA;')
<br />FOR A SITE SPECMTC PROJECT; I.. WHERE THE SITE CONDITIONS DEVIATE FROM THE PE0
<br />- 1/4'0 Cr TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (f114500 p,.,.)
<br />(b) COMPACTOR E RESPONSIBLE
<br />SPONSIBLE FOR E SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL E 1 3/4': 2• FOR PANELMATE FEMALE
<br />BASED ON THIS PE.D. PROVIDED HE/5HE DOES NOT DEVIATE FROM THE CONDITIONS DETµED ON THIS DOCUMENT
<br />0 AND PAHEMALTE PLUS AND 1 1/4• FOR CF TIP -GRIP ANCHORS
<br />CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY
<br />A2) CALK -IN k SCUD -SET ANCHORS SWUl E EMBEDDED 7/8' AMID THE POURED CONCRETE. NO EMBEDMENT WIG
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL E CONSIDERED INAUD 1F MOONED.
<br />STUCCO SHALL BE PERMITTED 1/4• 0-20 SCREWS USED SHALL E 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST,
<br />NO I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR AL THREADED SCREWS W/O HEAD.
<br />(d) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TN
<br />ET BWITH WING NUTS.
<br />ENGINEER OF RECORD (E.OR.) FOR THE PROJECT AND WHO WILL E RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A. 3) IN CAE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS E FOUND ON THE
<br />P-E.O ENGINEER. SHILL SUBMIT TO THIS LATTER THE SITE SPECIFY DRAWINGS FOR REVIEW.
<br />EXISTING WALL OR FLOOR ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHALL E AS MENTIONED IN AI) AND IN A2)_
<br />(e) TINS PE.D. SHALL EAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 1HE PROFESSIONAL
<br />ENGINEER Or RECORD THAT PREPARED IT.
<br />(B) TD EXISTING C WU BL�I-Wut A :._ C-9D:
<br />1/4' TA7/8. ANCHORS AS MANUFACTURED BY 1. T. W. BALDEX, INC.
<br />14. SHUTTER MANUFACTURER'S LIBEL SHALL 8E LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- F
<br />- 1/4' A , 7/6• CALK-W ANCHORS. AS MANUFACTURED BY DEWILY INC. (IMN. I' .150) p.. r)
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL
<br />STALL E PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE
<br />- I/4'9 X 3/4• SOJO-SET ANCHORS. AS DISTRIBUTED BY AL P06R SCREW, BOLT A SPECIALTY CO.
<br />FLORIDA COMBING CODE
<br />{MIN. rc.1800 ps .J
<br />THIS DRAWING SHALL ONLY E USED TO
<br />- /14-t0 PANEUAAMNATE FEMALE W µD PµELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION
<br />OBtWIR PERMITS R TIME STATE OF FLORIDA
<br />PRODUCTS
<br />TAP-GRIP
<br />- I/7 ANCHORS;. AS MANUFACTURED BY tRU-FAST CORPORATION �N�tfk AIIT/IN
<br />@�
<br />11 A
<br />,'.`.......'mot-
<br />B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PµELMATES µD CF TAP -GRIP ANCHOR, INTO THE VC
<br />' FLORIDA BUILDING CODE (High Vs Nurr(conW
<br />-
<br />eLaac UNIT SFVWl E , 1/4•. :'
<br />'•' %
<br />•1030 °LSO• Nc
<br />20 GAGE G'ALVANZED STEEL STORM PANEL
<br />8.2) CALK-W A SOUQ-SET ANCHORS STALL BE EMBEDDED 7/6• INTO THE CONCRETE BLOCK UNIT. tip NO. 4
<br />- i
<br />Py
<br />INTO S'D)GCO SHALL BE PERMITTED. t/4- 4-20 SCREWS USED SHAM BE 1 1/2• LONG MINIMUM 4gVI1- ICCCO
<br />PROTECTION PRODUCTS, LLC.
<br />01rW
<br />EXIST. µD 1' MiwNUM FOR WALLS WITH NO STUCCO. s'QL ST6
<br />�s�
<br />nr _ �
<br />IL GG LMC
<br />___ __ _
<br />°
<br />INSTALLATION DETAILS
<br />INTO EXISTING POURED
<br />FOR REGULAR
<br />CONCRETE OR CONCRETE
<br />PANELS Ci & 11A
<br />BLOCK STRUCTURES DONewt A10Am
<br />SCHEDULE ON
<br />CONCAM AI,CH°R6
<br />THEFTS 6 Ywncxo9)
<br />CONCRETES IE APOCI
<br />(SEE 50"UMMU:
<br />9H.M as THROUGH9) ^----E.D. -
<br />CONCRETE ANCHORS
<br />,
<br />(WELTS
<br />�'
<br />(//�\�)
<br />COIKREIE REOIIRF$.
<br />6 INWAxIN� 9) .\
<br />- `
<br />J
<br />FXSTIIO PDLIRED 1
<br />COMCR[T[ IEOURED I-4I
<br />9sETS 6 1NKOAN 9)
<br />, 7•.
<br />/
<br />-
<br />11
<br />' W '` , �1- Min.-. ,'�`V: 4 ,
<br />-
<br />(-E=_.
<br />1/2'
<br />'/tea'
<br />.::�?:_ ��� -, ��:` `(��` `:.
<br />NE�
<br />, .7 . s +s rE__ y2 !` s-'�"usAIII
<br />J
<br />,/s•
<br />- 1, P
<br />\..
<br />.I..- ----1
<br />I I -T T}A.
<br />WEW_OG_I - _---_._1
<br />1
<br />I @f
<br />REpIREp. •
<br />I 2 p
<br />I I ®
<br />I
<br />CONCRETE REWRW .
<br />-
<br />h.
<br />i
<br />8,
<br />1 �/6'y3/ W.
<br />1
<br />I 1 ii
<br />1 aH r I
<br />N Q 41
<br />1...
<br />( .
<br />I IdDAI�RIo • A CC 1 1 1eH7v1n� nC"
<br />-Iw r�Q�4
<br />IAaA M. BPNPnON
<br />I ro a.M6
<br />1
<br />f
<br />I A:�
<br />: I I
<br />fUm,A!
<br />MI W W
<br />I 0A I
<br />- J
<br />;
<br />olp" 4i
<br />I'� w MAR1PPS
<br />: b aASt
<br />I \:/
<br />I
<br />1
<br />I" --I
<br />1 I
<br />1
<br />1
<br />1HyIVPoW
<br />1 R I
<br />11 - 1
<br />Yp
<br />v
<br />IN
<br />I
<br />1
<br />I 1 II
<br />I f I
<br />1 6
<br />O
<br />1 I I
<br />I
<br />_
<br />i
<br />i i
<br />1
<br />i I
<br />[�?•
<br />I
<br />I
<br />I 11, - 7rR Hs)r •
<br />I I CWR,' waI W I
<br />®
<br />1 DQN CROW 41 .I - 7 S'.
<br />1 u I/7' OL f � o" �6W
<br />3
<br />EXISTING 'ETEPOURED E.D.
<br />1
<br />1 I 12 ,/r OM:.
<br />c..e
<br />Ep
<br />C%STTNO -:�
<br />I ED. T I/r OL [w.CMG Pounia 1
<br />I i
<br />r
<br />CD IILDAODI
<br />i END", am •
<br />I 1 r
<br />iw iLx
<br />- - - - --- 1 CONCRETE BILOCK _ - _ -
<br />REOtAREO
<br />If7 ti
<br />12 ,R' nc r
<br />1
<br />-
<br />\ t ;
<br />--�I
<br />-
<br />REQUIRED. - „7•
<br />C )
<br />:�
<br />REI0UME0. 1/2• J
<br />Ch.
<br />I
<br />.939•
<br />- I ,
<br />EXISTING POURED.
<br />I
<br />::-,• yI1 1' Yin.
<br />(
<br />,:O,NUCIE urARDIK %•
<br />-
<br />CONCRETE W
<br />a 1w
<br />t"' roOI1PAFiCOMORM ,.
<br />E� ~E.D.I ANCHORS -O
<br />- aW
<br />W17M 43/'Iri'RE"
<br />-
<br />i Y
<br />� �7,am
<br />StA000lED W/ ALTAR ..-
<br />4-'-(2)
<br />90EOULL ON '-
<br />( �-
<br />4M4 O.t. Sp1EDUE OP_ \` W41 OC
<br />SCHEDULE ON
<br />S EM S TROU6K 0) \
<br />IN ETS a tHSO10, 9)
<br />SHEM 6 THROUGH 1)
<br />smo ,mm
<br />91EEt4 a t1MUGr, 9)
<br />. TION
<br />SCALE 3/6-1/6-'
<br />1
<br />�,E(�_ MOUNTING
<br />SANE 3/8-1-
<br />BUJ j"NOALTERNATE fiffiff MOUNTING
<br />SECTION 3
<br />SCALE 3/6-1- SCALE 3/8-1-
<br />- --- - -..I._... ---
<br />I c
<br />ED. - EDGE DISTANCE
<br />1
<br />(SEE SCHEDULE ON
<br />-yaW V ; I
<br />B A B)
<br />1 tp oA61 I a
<br />I
<br />, - MR W +
<br />((
<br />NOTE FOR 110N f)F SECTORS:
<br />I 1 12 ,/r 0. '
<br />`"� I A
<br />410411IRA
<br />A.
<br />TOP A BOTTOM MOUNTINGS CAN RE
<br />ANY WAY TO $CAR ANY
<br />fit.. rit"A'�
<br />INSSTAALUDTION
<br />\`
<br />',
<br />EXST,N6 vouaf'ii"""CONCRETE �C----E[ON+OHO�
<br />FLORIDA BUILDING CODE 10 h V*Iml Hurr)cone
<br />�3/4 `
<br />R
<br />*. * 7
<br />olaxonttoa W. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />01",E',
<br />SSHEM afba fp`T THROUGH 1) XAL�
<br />CIE LILING�+y'P4AS-.
<br />z
<br />�o•,• ?ATE y- • * _ _
<br />—)
<br />GLOBAL PROTECTION PRODUCTS. U.C.
<br />--1 �L E C O INc. .909 SW. 5, stmaY
<br />°T/29,
<br />'"
<br />'
<br />•O1RID__
<br />a/1/ r`AL E -V
<br />n. MIA
<br />•s �• W' > w AH-1 : N,SME c/6Px: 7ARL PXN ("4R«-6H7
<br />ti -. Trip 014 ow m-,M,
<br />20-
<br />20-
<br />SCALE 3/8-,
<br />i E
<br />�w� MR .- .,R
<br />n"MMA 141J. u 1 _ Fmq.- 1 - vN
<br />0""
<br />N
<br />PRODUCT EV ALVATtON UP= NO, 20.a72a.01 3
<br />6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF U
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />`ASMV ol"N1OW10,140,
<br />-�*•=---�Z Via. 44167 ;s=
<br />�.'�'- 7� A''. STATE OF ; tt
<br />Sy'FArFSS/0NA1;L�'
<br />4YAT`LL
<br />D:1 TILTECO ADMON RECORDS I P. E. REPORT-20 \ GLOBAL PROTECTION PRODUCTS, LLC 120 GAOE
<br />GALVANIZED STEEL STORM PANEL\ DRM W 20-1761 REPORT C 20-OMOI
<br />/T—ILIECO IN
<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />WALTEItA. TILL)T )R P.E.
<br />PRODUCT EVALUATION REPORT to I,kva Va 44L D
<br />Pt.v.r. T v
<br />.kK . 4dleo
<br />ELc�.A. LeImM w.oXM71.
<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 Products. LLC
<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., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method I 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 Cade, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2-1. PRODUCT EVALUATION DOCUMENT (P E d 1
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELA,
<br />sheets 1 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`��,l;nt rtr610,ris
<br />Evaluation Report. ,," � (/ h
<br />1.
<br />-, n --- 1- d•'Tt*1 67 ✓. '
<br />it :.r=/�#.: -' * : *
<br />SO`1. STATE OF ,'cc
<br />%��c'• FCQRIDP . F�s�
<br />6355 N.W. 36th Street, Suite 305, Miami Fiords 33166 -Phone (305) 871-19?gA(3ilh184"1-1531
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2.17
<br />'- _ --_.._ _.._ - - 15.198_ .- ,-
<br />- (TOTAL WIDTH}--_..-_ ._-.. .... _ ____.. . .- - .-. 15.196... - (TOTAL WON)-.. -- ...-.-. -
<br />- - - -
<br />_12.500' (EFFECTIVE WIDTH). _. - - _._.. _- --
<br />6 1/A- 6150'---- ---- -_ -.
<br />r. --1.3'I!p' - , t.350- �. _ 1.3150' ' "\) r .. --1 350' -, , 0.W6' MN. THICK r--1.350' _ f_'I, \..500'
<br />.. ,
<br />r - - {' GLvuH¢FD srm11
<br />r/ N'-
<br />- rCN .450
<br />o.ox' k9N. TH4Lx HONIED / GIIADE RHEMYED ,r
<br />2.65T -
<br />r )
<br />G. GLVIM2ED STEEL EDGE 7' / 2 G-60 GAM EDGE /2.000 1. A HEDGED TYP. \ A51M A-653
<br />.L. '
<br />- '21�J
<br />DETAIL A-1 DETAIL d.!
<br />0-6p Gil,. I
<br />7 EDGE \1 wNOE So wl53l..
<br />,L.i
<br />L A 18.6' ,.' ,
<br />-11L
<br />- _-_ _--_____..
<br />- 1.350' ) I.J�O'-II.3S0'
<br />_- ---6.260'----__---_-
<br />Q STORM PANEL (A END STORM PANEL
<br />2.167' --
<br />,. I'1 3r
<br />�150• 2.187'
<br />PAA,QS LOUR UP 1 � L 100" R 0. 1 .,29'-.750'- 1/4•W-m. 1/4'A-7°. .12i'
<br />750' 3D4 REM
<br />W/ WAG" EDGY. .. 1 .1o0• Ata �• 1 -' 1.125" :, JS054 , NETM S.S. MET® - I.75o'r-
<br />„-a 1 ' _T H I 1D ANGLE • TO ANGLE • N
<br />' to.08' .10p1 - V 1/T nO. 12 112' 0.0.
<br />.'.. \ 3.375' .093' I.500' � ' ,.500-
<br />.00.1'93" 2.000' 4EE.9]9'
<br />.D3B'9FE2.125\D.'2.1II)5•OB3' R 0. 378' til6. 1 ?a5 4 1_.?S5N- OEFA t 1 HEMME
<br />q
<br />D.' J)5'I180- 1 I___-
<br />i Ii'25' T i
<br />5' Max. _ _..- -. 1.50D• - 1.500-
<br />l-- 1I � i,
<br />J
<br />ISOMETRIC VIEW DETAIL A :_-2.000_ ,-_2-000' -
<br />ROUNDEL CORNER O ENDS OF PANEL'S R
<br />END UP wHEMMED EDGE.(N.HEM O "h" HEADER 0 'U" HEADER ANGLE WITH STUD ANGLE WITH
<br />REVERSE STUD
<br />( _ -1 VARIES
<br />SEE W.
<br />'--1 1/14 A 2/14 0.344' TP. TOP 001: -374 096 174' .0@6.-...750"-
<br />_ , i,�Y - . 10• 125'+-i/i�b'T A' M�RTSERIES
<br />ED 10
<br />1.407-f.p63' 373. .3- • '.B56' _ _ SALT' t ;. ANGtE,I 1/2' OC.
<br />I r. _ - _ j.390• L - or PAEL r 188!- L L-=='
<br />187,* --4'�t .. t--: �• t.063' I.341.871• \4y t.S00• C�.'.-'.pp//I/
<br />F MOLE FOR __Ny.1015' •
<br />� µTEL AOIf1tlM 457' 1 ? I, _)I.D80' L--- ---- ) 1 )
<br />7.000, O KEY HOLE WAS14ER =6 L 2.000 - I --�)
<br />_ _,DB}• ® "F" TRACK ANGLE (6�A 3/8' "17" TRACK ® nAT PLATED
<br />0.036- (mV,) _ _..A9r• Went STUD
<br />GALVANIZED STEEL .3344C. 'W "MIA""
<br />Mn. ,r LONG 81.1. �, �EFI A: TI(Vl
<br />L -
<br />.378Y 38.6.875*0
<br />- -. A _-A - _ _ _ I 1 z *., * . * FLORIDA BUILDING CODE NN h Veiocl Hurrkone Zonal
<br />! .oas 7 �. _ PLATED NUT MAC NICKEL -' iD�CE OF PAIEl �i-"$ - $T� * . ,{� 1nm6 nnI,1I, tic. 20 GAGE GALVANIZED STEEL STORM PANEL or F.R
<br />Q KEY HOLE AGE:•
<br />- - »
<br />S r' GLOBAL PROTECTION PRODUCTS. LLC. �`"E""
<br />- 2.0T0'- - 3FAT
<br />AT PANEL 11 - I_i LTE C O INC. Am %. 51 STPW 6Mc
<br />® 2'X7'Xt �4' KTERIMTNRY. USE WING MR W/OUT Q"Y/ -j�'^ f� A OMAr. R =I' 20-r7B
<br />Al 11611NI IA1 ANGLE HIOHHORRH4C WP61ER V/ ADDRIOwI ,4- m s a - AAIm,A w NN. H,pNC (NqM,-75.5, FAA: (604NM-Sn7
<br />�- -- ^- - (rG m_HY1
<br />• 7/6'IN3/3r WER (STANLLSS G-OW6719 - M ,w WIMO w
<br />SIFII. OR NlGItn Palm STEED. L 9TAL/9rAATURE/GTE am" A TNJT i., PL D-9 Qr 2 OF 24
<br />INSTALLATION DETAILS FOR REGULAR PANELS Q 4t CIA END CLOSURES DEMS FOR INSMIATION IN POURED CONCRETE•
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CIE BLOD( OR WOW
<br />GIK-N DR FEMALE �. % „ YAUD FOR (BAR. UF'E SAFE(Y AND E-Z HANG StOR1A PMEL SY5iEt11
<br />-PMEUATE
<br />`.`\ �(>
<br />PWS 0R CF YA-AsDIESCHEDULE _; _
<br />US OR o
<br />HEOAL ON Sim 9 A 9) LEES a THROUGH 9) - t••-I•'�Mln -.
<br />-jI
<br />it
<br />ri
<br />mAapyagyWWUAW." tr
<br />^ 4•.M9A____ -MSOI�aHav'HPaW,WY- Yam•OOMC7EIE1
<br />I1
<br />I/�j2V11mIMfD.
<br />+'-�
<br />ED 1` V ITTiI'aW-I•0 etc lir WWM
<br />.i nW O - SHE•-MN.I-.�"'®1I -'
<br />arm. A.PIeI 0E.D; \ 1 Iant�mm ,r nc L-�✓s©
<br />V I
<br />} 1 �! EXISTING POURED_ i I r , Rya'.._ Y,1- «Aav 2'
<br />I,rM'
<br />tm AW,NHrrF 1 -1 _ - --/ IO
<br />O 1
<br />I 1 11 CONCRETE BLOCK I 1 q)
<br />6 r _-
<br />A EOUM- 1 i
<br />I 1
<br />y (PLAN) 1 i 1 1 C� A (PLAN'. �a® �'. . I ....�
<br />W,uaH
<br />1 I
<br />1 L--.---- - --.--' - -- -' _ SCALE 3/16.1• v+W- 1: r..A
<br />x
<br />[[ !! ��
<br />I 4'Y-2r,' ILi IyH 1 1 ME-")
<br />1 LIC([9e�W�VW(•^- 1 •�+ � Wt i .-3�,rr
<br />pAWWy-..1 MpnglH or
<br />I NAL I I
<br />I 11t .Fr{ I ='VICK E I Sj W. A,f1'Tnar
<br />ALE WOInuE I 'y I'-ra w. s"�vAwWln, I 5 ,tH•.M' - /� ';0 • , y
<br />1- MO"A. WD"'OTVw6iTp U i fi 01/,Q 1 O A®am lJ'- ��g1I
<br />I tD aA91 i i I 1 Q r. r. alw �torr ,m Maur %�
<br />1 I 1 ,rW�yr�• I ,rM,"n - J l nK M'1
<br />...
<br />1 p I r,VW qI a 1 �/ - _
<br />��
<br />3 Wr9a'L'"�'"M liiH"R,'i[
<br />i , 1 3 I =
<br />.,
<br />1 1--�
<br />79C ///---
<br />i
<br />r v4 _
<br />r "� N i
<br />tw.. NW
<br />IWAW t miW
<br />DOSING POURED E D � I I mi Wr'°°° ,KNW
<br />.CONCRETE ®--
<br />/� C (ELAN)
<br />(`.ASSCALE
<br />CONCRETE ac M�DGIA
<br />3/16-1-SE
<br />EXISTING POLOW EQ.
<br />i CASED (PLAN)
<br />' .� SC.AI.E 3/16.,'
<br />--- -'-- i
<br />I CONCRETE BLOCK11
<br />j I REQUIRED. /: 1/2' --gt ' 4' -
<br />_H4NIIit Pu�"'LP, sft ll
<br />n.•.Pr ArHrIW '`.Orc� :oI"
<br />_ .' W.%II/WYJ/.W .ac+PR.
<br />wrrCAN[-MOF P+AMELINR %-------1 :S/4•Wi WW 0.t PWCW■fWma, gl�tW.WMapAK Ii�WWa, � '4 p.POWKPMW,IPLMS
<br />I
<br />. -- ..• \ `.
<br />0O TIWP-06P lbNtlYTE A,IOHNDaS O `1• V`- IW.R HWM IOUs NW NNrIMt fWv6(SE
<br />. _ _ -
<br />SCI RULES ON m S1YE0NL OM 64
<br />srEE73 6 A 9) BEETS a THNAD,NH 9)
<br />`
<br />IJW �� -TARO
<br />r
<br />SHALE 3/8.I• SCALE 3/6-1' _4'"L Pp"pDM,pD. " Wp - W.�-, 1
<br />- won
<br />,MP .`Wi° W
<br />0`MA `AMA
<br />_6DE of EXISTING W E.O. W EDGE DISTANCE
<br />OPINNING NLM' 1' WOE , vAPoE$ . 1/8' -_ t O, '"I""I Ir °',NW
<br />(D ®
<br />_ TICK ALUM TUBE ON 11 K {SEE SCHEDULE ON
<br />- . -NETS � / P.T. WOOD PLATE SPACER - .f- SHEETS 8 8t 9) -- SCALE 3/16.1-
<br />" �/7�)
<br />VARIES I- I �
<br />NEW 1' WIDE x . 1/8'
<br />ALIAM. TUBE OR I' A VARIES I NOTE FOE( (bM�NATION OF SECTIONS:
<br />H , PBETMaD WT PLATEBE /,, i TOP & BOTTOM MOURfnNGS CAN BE
<br />�
<br />GAAru1E AaY,O6 I C0486+ED IN ANY WAY TO sun ANY CASE E (PLAN)
<br />W •' T. (SEE =E. ON INSTALLATION. SCALE 3/16-1-
<br />�11
<br />SHU13 6 THHRO CK 1) / CWM. Ap. I +
<br />/�Ea n r/t(il"4w
<br />t
<br />,_ten i___ CONCRETE°01�mo —y WK MWm, wW1K W r. ��'• E •'• P� FLORIDA @UII.DING CODE Ni Ysloe NufSIDOM Zone
<br />(a ItGfpAE 1 , r Un. 14r �'UP" 10 R
<br />Om TUEco Wn 20 GAGE GALVANIZED STEEL SIM PANEL �
<br />. ,l.AIM° W 4 N 3( uo,. REQUIRED o<ocK �ti HW— W" NO M 167 1•
<br />_ n,
<br />>`► ACTION X-X s * j * s
<br />WALE 3/8-1- S -" - BAL PROTECTION PRODUCTS. I1.C. am
<br />°
<br />DETAIL FOR SPACERS REOUMIR" �;. s TEo�= - IL ECOINe.
<br />' - 4" &W. 41 STREET
<br />s'Off•'• RIOT` a c01lMNY MME FL A314
<br />4t Y. IM. t . 1W. WArAM -AWWa H 1MW PHNG (66A)PWW-75H6. FAR,. EWH)g9-m7 20-1 76
<br />BOTTOM TRACKS ADJAC BANDS SS/ .AL K-- °'"
<br />I on ---
<br />itplEJb9E w W- sr .I MIAW,O NI
<br />1WW1ER A 14MT R. PL eW A1-w -
<br />N, WREN 5 OI b
<br />M0DUC r YV Al U ANION REWRT NO. 20-0T27 02 2
<br />2.2, TEST REPORTS:
<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 as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 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 sealed by Edmundo
<br />Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123,01-10, dated November 23, 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.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jacicfano, P.E. as per ASTM E-8.
<br />3 STRUCTURAL ENGINEERING G�CULATIONS•
<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 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. T111it, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1609,12 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. 20-176.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />��ti�'A1, r1-
<br />— g=��'�1LCENSF'��
<br />� - : Teo.=4 i 67
<br />/ - . STATE OF
<br />O,F. FCORIDP ''�rK'
<br />''"AI S'910NAL �.
<br />hIARA+FN1111111N%%%
<br />PRODUCT EVALUATION REPORT NO. 20-012 - 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175, Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS AND CONDITIONS OF
<br />7.1. Shall be strictly in compiiancewlth General Notes No. 1, 8 thru 14, Indicated
<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. TIM, Jr., P.E.
<br />7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tiltsoo, Inc. (Florida CA-0006719).
<br />WATILL
<br />D:A TILTECO ADMON RECORDS I P. E. REPORT.20
<br />GALVANIZED STEEL STORM PANEL \ DRING IF 20-1751 R
<br />1/4. 2/4, 3/4, 4/4. 5/5, 7/5,
<br />1W/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, 6W/11 k 7W/11
<br />3• VAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a A 9 r LAX_
<br />�._. __ __
<br />-1• MN. - FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 -- - ----1• MN.
<br />I I
<br />O O 0 A
<br />D.M..(�.O•®+®r -I --- T--r -r--T T r-- - I--- -r --r-�--"-- - _ -r -; I--T- -r-r'-r--1-
<br />r
<br />N
<br />�(�; T�11 -i -i [
<br />l I
<br />E
<br />l i --L 1-I_ i._ �_ 1,.1__1 Ll I I
<br />_ _ _ _-1 .. _ ._1 9
<br />( -? T - _ TT I -T-. - . --T . T -
<br />�I,-firII I A
<br />a-1{, I
<br />I I I _ _.___-__
<br />I I ( BOLTED PANELS W/ 1/4W-20.1- 1
<br />UNBOLTED PANELS 1 , 111
<br />BOLA /I x 3/JAL ;1
<br />(SECTIONS AS ; I ? I 1
<br />WING/UT5
<br />iVERLAP
<br />(SEECiIDNS i APPLICABLE)
<br />E)
<br />1 1. t1__
<br />- i _1 i_. J_ . -' __ _I. _L_ _ _ _; ,
<br />-_ - - . __�
<br />r i, T
<br />1 r - -
<br />� �� I t T I l I' E I
<br />Y i I i
<br />I I ! I I
<br />I ! I
<br />D.M.. 4+ �- I ) ') i i i
<br />®.&O - i-
<br />o [—
<br />0 0 0+�' 0 o a a -,
<br />4+6 4 6Dr
<br />-- I. MI - 4oi., 1/4. 2/4, 3/4. 4/4, 5/5, 7/5, - V MIN --
<br />iW/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, 6W/11 a 7W/11
<br />-- -- --... ANCHORS. FOR CONCRETE FOR WOOD SEE E SD4ONS ULE SHEETS 8N SHEETS 10 & 1 A 9 - __.. -
<br />REGULAR STORM PANELS nI do f ELEVATION
<br />N.T.S.
<br />2.67' 1/4• Mex. GAP
<br />(MN OVERLAP -1 WHOLE MLLEY)
<br />3
<br />"
<br />1/4• of
<br />MAX. GAP .`T(,%.A:.,.,, 7.
<br />•'•..
<br />�
<br />® `-- . EN FLORIDA BUILDING CODE h Veloe Nu cone Zone)
<br />a]0]0 T.Mo. W. ,P.
<br />:. i 44161_ L, 20 DOGE GALVANIZED STEEL STORM PANEL DNw 9:
<br />*
<br />SECTION A -A * * R/M/-
<br />N.T.S. i ATE -- ;. -I IL E C O INe, GLOBAL PROTECTION PRODUCTS, LLC. Mn
<br />may'' .W2I Sr. 61 s11Ev
<br />t7 DR\TA' ' • - TWL^ A coM►Arr °'AWL FL �14 20-176
<br />- - r AHA - WweM a M,W
<br />F'' •. wNle (w)•99-79w, FAIL (96.) iN
<br />ITS • -r Rp--WW F-:OWW--
<br />• •/0A°F
<br />WA99GHs
<br />G 00°91H r
<br />h,Ah NN
<br />NI]FR A 1611T r.. P.0 ,>w - MM6f S M 'M
<br />ILI
<br />INSTALLATION
<br />INTOEXISTINGEXISTING
<br />OR NY 'tECa pE
<br />DETAILS FOR REGULAR PANELSCI�
<br />& dA
<br />BLOCK STRUCTURES
<br />SOCK
<br />POURED
<br />CONCRETE OR CONCRETE
<br />CONCRETE BIACI
<br />BLOCK
<br />"AF! D
<br />OR
<br />REQUIRED
<br />CM/CRE7E
<br />REOVRED
<br />IX '-g ANc+HO.
<br />SOEDUf DIM
<br />�11pICTE
<br />( ONE E8L EON
<br />CONCRETE ANCHM
<br />I : _- Tm SC19,T)D)
<br />M
<br />SHEET 9)
<br />SNEI 9)
<br />SHEET 9)
<br />'
<br />1C=-
<br />—ALE
<br />E \
<br />- as
<br />ED.
<br />cv
<br />E.D. \
<br />c�
<br />1 "-l0RRRVAIM R,
<br />I
<br />1 '~M�lI'""'LWFX 10
<br />-'
<br />i--.
<br />W
<br />1
<br />i,l4Y-XO.t'
<br />17MH 3/37
<br />MRM • LWAI
<br />- I
<br />,
<br />- -'
<br />�3jA
<br />d
<br />i
<br />I
<br />I,/F'F-9G,t'
<br />I>h A
<br />HUT • low
<br />1
<br />9
<br />Wfo
<br />-2 �
<br />.. - _)
<br />I
<br />it/. -A- '-
<br />1 n W/
<br />HUT III,
<br />'
<br />.
<br />_
<br />G{
<br />I 83
<br />1
<br />Iowim,
<br />I.
<br />!
<br />1W9G
<br />1ALBAP
<br />5
<br />1 IOVDIM,
<br />i
<br />- -
<br />r -
<br />_ _
<br />.'
<br />rW
<br />r ---
<br />- N
<br />I
<br />rP{
<br />R
<br />- 1
<br />91
<br />I
<br />1
<br />r
<br />I
<br />1 _yWtM/
<br />90�
<br />1
<br />- I \/��
<br />OF 'L'
<br />1
<br />DSINp_I
<br />MA- --1
<br />Or TNT•
<br />VAX
<br />C6Nf
<br />;i
<br />MAX
<br />.
<br />OF 1'
<br />7/6iA2/5M'
<br />1
<br />- I
<br />- JJ''�1VV
<br />LV
<br />ET&*
<br />W 12 .
<br />E�
<br />'/
<br />E.D.
<br />I
<br />�
<br />I/r QC ,
<br />� . 1,
<br />_ _
<br />I
<br />I .
<br />-i .__ t .
<br />IM9I.
<br />Aw
<br />) T .11
<br />I
<br />I
<br />i
<br />1_ T
<br />11
<br />I
<br />:;; 1 4'4-2013/4- S.S. BOLT
<br />WING NUt
<br />1C
<br />___
<br />-- _
<br />,_
<br />1
<br />w/12/18/2 O.G
<br />A .I.
<br />r,OICREE ANCHORS
<br />STAOIND"
<br />CONCRETE ANCHORS
<br />L (SEE (SEES 9 � ON
<br />'
<br />,
<br />R/ S/UD (Ski SCHEDULE ON
<br />-.. (SEE SCHEDULE ON
<br />SHEET 9)
<br />sHm 9)
<br />I
<br />ONCRM OR
<br />I. 1� OR
<br />...PO N2R
<br />ACQUIRED LG
<br />.----E
<br />REDUlEDLL°d[
<br />LEOWM
<br />DIRECT AN
<br />SCALE 3/8-t•
<br />SCALE 3/5-1•
<br />scALt 31MI:A..
<br />E.O. -EDGE DISTANCENOTE FOR COMBINATION OF SELT10N5:
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY To SUn ANY
<br />INSTALLATION.
<br />_..
<br />- _ _
<br />,4_
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9_._
<br />FONT W'000 SEE SECTIONS OM SHEET 12 -
<br />_ -
<br />3 MOx.
<br />2.8r
<br />3 MILK,
<br />1' !"
<br />(Mk 06UL-P -1 WIRE MIlEY) 1. 9. 16 WIA WM 1 t
<br />-I
<br />D.Y.
<br />M W"
<br />-
<br />�.:!;
<br />'i
<br />-.'
<br />1
<br />I
<br />Ili
<br />I
<br />-��.
<br />_ _
<br />I
<br />1
<br />_ -I-
<br />I
<br />rilI�.
<br />a11A1�f
<br />1, .. L
<br />1
<br />.i
<br />--I--
<br />'.
<br />4
<br />- -`-.
<br />---I,l'
<br />----`-----
<br />--.
<br />-�
<br />o
<br />.
<br />1
<br />i �.
<br />;'-,,
<br />--`-�::I
<br />-'
<br />-
<br />7r!'�: 3Ar
<br />WMc Mrt a ewHi
<br />_
<br />,11 I,
<br />_-
<br />S O
<br />1 H,.l-
<br />OWL4M , 'e
<br />' e
<br />- 1 AyY �yQ
<br />.--II:-!!
<br />3 Y
<br />0
<br />-
<br />I
<br />. . .I
<br />I
<br />1
<br />_
<br />I
<br />-
<br />a 1'
<br />€
<br />I
<br />'I.
<br />I
<br />MAx
<br />EEI
<br />bt
<br />I
<br />I
<br />I
<br />1
<br />I.
<br />II.
<br />I
<br />1
<br />-3' Mex.
<br />" Min.
<br />- D.Y..0-6 MIq/0 1' Yin.
<br />-
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SWEET 9-
<br />-
<br />FOR WOOD SEE SECTIONS ON SHEET 12
<br />-
<br />REGULAR STORM PANELS n k Q EL.EVATKLN
<br />SCN.E 3/32'-4
<br />1/A• MAX.
<br />GAP
<br />2.67-
<br />.. _
<br />(104 OVERAP� 1 VW VALLEY)
<br />_ _. _ --.L ___._ _-__-_,__-._t.._y.
<br />_.
<br />- -- -
<br />(10
<br />MAX
<br />SE�ONAA(Tn. )
<br />SCALE 3/32--1'
<br />tI
<br />(ll
<br />a)
<br />C-
<br />I_
<br />_
<br />U
<br />N
<br />L-
<br />O
<br />-0
<br />L-
<br />c
<br />Q
<br />ca
<br />�
<br />_
<br />.�
<br />},
<br />U
<br />N
<br />�
<br />Cll
<br />C
<br />Cll
<br />�
<br />-0
<br />Cli
<br />U
<br />0
<br />-L
<br />cn
<br />C
<br />O
<br />0
<br />�
<br />CO
<br />U
<br />o
<br />40
<br />Ca
<br />LL
<br />p
<br />ICU
<br />>
<br />-in
<br />-0
<br />E
<br />a)
<br />o
<br />f'—
<br />�
<br />-0
<br />R
<br />-�
<br />�
<br />�
<br />�
<br />Q
<br />0!
<br />E
<br />Z
<br />Z
<br />W
<br />J
<br />C,
<br />C
<br />- d
<br />a`J
<br />0 i` o
<br />�
<br />C,
<br />M
<br />CL m N
<br />(DLa
<br />� o L
<br />c
<br />oM
<br />C\J Y
<br />-
<br />^0`
<br />W ILL
<br />-
<br />.a.i
<br />r^T�,
<br />W
<br />? ;
<br />IJ C Q
<br />3 >
<br />` (-L
<br />iU
<br />Q-0
<br />a
<br />a
<br />Mf
<br />O O
<br />-t '
<br />U
<br />r
<br />!-
<br />- o
<br />W
<br />�^a
<br />I)
<br />_�
<br />CIO
<br />LL
<br />U)
<br />CL
<br />CL
<br />a)
<br />C-
<br />=3
<br />-0
<br />M
<br />I-
<br />CL
<br />U
<br />a)
<br />"
<br />I)
<br />ca
<br />L
<br />W
<br />W
<br />=
<br />ME
<br />Z
<br />Z
<br />Q
<br />J
<br />IZ
<br />SHEET NO.
<br />SH 1.0
<br />
|