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<br />P$tit]Ij�TEY_A3LrAT70N RRPOIC1�Ll_ M-0728.DT 2
<br />PaODIICT YrVAS.[iA�NREPO&P NO. 2Q.OTaE.e2 ;
<br />■ F. L V IN�
<br />TILLIT TESTING A ENGINEERING COMPANY
<br />2.2. TEST REPORTS:
<br />!I, MATERIAL CHARACTERISTICS.,A0, SPECIFICATIONS:
<br />-- -- .
<br />WAi TF?R A. TTLLIT,IR , P E, tiltewl�ao).com
<br />rL r11.LK4M.sAu,A
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as g
<br />per section 1826 of the Florida Building Cad®. Uniform static loads
<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 />FLCA u,—aw. 71y
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-178, Anchor specifications shall be as Indicated on &hosts 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-669 dated 08/09/1996, #9&570 dated 0911811996.
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-170,
<br />PRODUCT EVALUATION REPOT
<br />#96-T30 dated 0912011996. all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20A728.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and d Henry Hatter, P.E.
<br />7.1. Shalt be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2,1$TRUCTURALENGINEERING CALCULATIONS!
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: ZO GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />defined on section 1620.2 of the Florida Building Code.
<br />MANUFACTURER: Global Protection ProdughLLL&
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1618 of the Florida Building Code. Calculations prepared by T,lteco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />48W S.W. 51 Street
<br />dated 11/03/08 and 03/12115, signed and sealed by Waiter A. Tillit, Jr., P.E.
<br />wood frame structures.
<br />Davis, Florids33314
<br />1. PURPOSE OF EVALUATION;
<br />This is a Product Evaluation Report Issued by Wafter A. 71111 Jr., P.E. (System
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 162e of the Florida Building Code, as per
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tiltecoo, Inc. (Florida CA-0006719).
<br />,
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />01G20.3, Method 1 D of the Florida Department of Business and
<br />4. WIND LOADS RESISTANCE:
<br />,A,IHM,,IT,NINAf
<br />A: 71(4�/kvy
<br />professional Ragulatlon
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind'
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />�.
<br />CEN 9
<br />' V SF •.
<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 Ednlon the
<br />16, 10, 25 and 28 of 2B of Product Evaluation Document (P.E.D.), drawing No.
<br />� .44167 '
<br />���TIC,
<br />of
<br />Florida Buildi Code, and to veri that tiw roduct is for the u oae intended
<br />p
<br />20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,p
<br />��'ATE OF 1
<br />at least equivalent to that required by the Code.
<br />14,15,17.18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />il' drF •., t0R19
<br />This Product Evaluation Report shall be subject to.•��.�
<br />review and revision In case of
<br />•ySS%Did
<br />a Building Cods change that may stied its limitations and conditions
<br />S. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED•
<br />2.1. PRODUCT EVALUATION DOCSIMI`NT(P EDTI:
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />D:% T LTECO ADMON RECORDS I P. E. R8PORT.20 k GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GxivANNEDSTEEL STORM PANELkDRWO 20-170%REPORT III 20-OMOI
<br />Drawing No. 20.176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on shoots 8, 14, 16, 25 and 26 of 20, of Product Evaluation Document
<br />sheets 1 thru 26 of 28 prepared by Tittec o, Inc.; signed and sealed by Waiter A.
<br />(P. E,D.), drawing No. 20-176.
<br />Tillit, Jr., P, E.; dated 07/28/2020. This drawing Is an integral part 1ple
<br />Evaluation Report.
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<br />49167
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<br />STATE OF
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -1140" t > 531
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<br />hFr1TlIN1,NILHIN"
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<br />11.3) IN CASE THAT
<br />CCLS. MCCU ON WOOD Ion WE HLTHENNw
<br />WE
<br />Eee : BABNr.
<br />D5WALL ANCHASMAPRECAST LL
<br />LONG ENOUGH TO REACH THE MIN STRUCTURE BEHIND SUCHPANELS.1
<br />STORM PANEL $MIOM am T16 PR001K7 CVAUATION OOCUNEHT ((►.LD.) HAS SEEN VERIFIED MR COMPLIANCE N
<br />ANCHORAGE SHALL BE AS MENTIONED N 111) AND M 9.2).
<br />ACCORDANCE WITH THE 2020 (Tit EDITOR) OF TIE Rd110A BUa01N0 COOS
<br />(C) lO FIDSOO W000 jMN aaaHee GANTY G AAA NIIH
<br />DESIGN WO LOADS SHALL WE OETERMIED AS PER SECTION 1620 OF THE ABOVE MENTIOM CODE,
<br />FOR A WIND SPEED ASi BY THE AInsocnoN w4m THESE 9KIrim MCI, K N$EMLLID AND
<br />- 1/4"0 TAPCON ANCNGIS, AS MANUFACTURED BY I.T.W. ;UK= INC.
<br />- /14-10 PANR10 AN NATC FEWAI D ►ANEYATE PLUS ANCHORL AS MANUFACTURED MY 21M CONSTRUCTION PRODUCTS.
<br />MR A DRYCt1NNWTY FACTOR Kd-0.65. USING /SCE 7-16 AND SHALL NOT EXCEED M MIUMA EL (&S.O-)
<br />- 1/4"/ LAO SCOM PER N.D.S.
<br />DESIGN PRESSURE RATINGS NOICATED ON SHEETS 7 THRU 12. 14. Is. IS, 19 A 20.
<br />- 7/16*0 , $/r WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO.
<br />IN ORDER TO VERIFY THE ABOVE FIND"' V ULTIMATE DESIGN WIND LOADS DETERMINED PER ABLE 7-16
<br />SHALL BE FIRST REDUCED TO AS.O, DESIGN ND LOADS 0Y MULTIPLYING THEM BY 0.9 IN ORDER TO
<br />C-0 MINIMUM THREADED PENETRATION 000 WOOD OF TAPCON ANCHORS SHALL SE 1 1/2- AND 2• FOR ELCO PANELMATE PLUS
<br />COMPARE THESE W/ MAX. (AILD) DESIGN PIE99lAK RATINGS NDN,AT'ED ON SHEETS 7 TRU 12. 14. IS. 16, TS a 20.
<br />AND PANEI ALE FEMALE ID.
<br />W CIDER TO VERIFY ANCHORS ON THIS WERE NOT OVER STRESSED. A S INCREASEDETIU N ALLOMNIE
<br />C.2) M/NMIM THREAD® PENETRATION OF LAO SCREW, INTO ME WOOD IRAW UNIT SMALL BE 1 I//r. 90 TNRFADED
<br />PENETRATION INTO STUCCO I ALL K CONSOEED AS PART OF THE REQAIED THREADED PCHEIMTKN.
<br />ADSTHA
<br />TOR MA VWS F
<br />STRF88 FOR IY111D L0103 WAS (� USED N TIILIN ANN.YSLS. FASTE/EAS SPACING TO WOOD MIa4 SEEM pfTERE191ED N
<br />WOO S
<br />ACCORGNCE WITH N.D.S. 2018.
<br />CJ) UNMAN EDGE DISTANCE O NAG SCAEN'S. INTO WOOD SHALL BE AS IODATED IN THS DRAWING
<br />STORM PANE'S ADEQUACY FDA IMPACT AND WIND RESISTANCE HAS BEEN VE M IN ACCORDANCE WITH SECTION 1626 Or
<br />THE MOVE MEN11G1ED CODE AS PER HURRICANE 040IMM4 A TESTING NC. REPORTS 96-50, 96-570 a 95-730 AND
<br />C.4) MINIMUM PENETRATION Or WOOD BUSHING SNAIL K 51W. 1/4' 0-20 SCRETS USED SMALL BE 1 1/2' LONG MINIMUM
<br />FUEStRUTION TES/SA; LAB. INC.. REPORTS f2032 A #2126 . M PROTOCOLS TAS-201. TM-202 AND TAS-207.
<br />SHgLAD STUCCO EXIST, AND I' MINIMUM FOR WALS WITH NO STUCCO.
<br />TA WELL 03 ST AMENDARIAN TEST LAB a 40NN FLORIDA REPORT rG21907-09. M PER TM 201, TM 202 AND
<br />TAS 2a3 srAElaOs.
<br />CA) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANES. STUCCO OR MOOD BOARDS WE FOUND ON THE DUSTING
<br />2. ALL ALUMINUM OTTftSENS TO BE 0093-TB ALLOY NO TWER. (IRPM OTHEN M NOTED). SEE SHEET 2.
<br />WALL, ANCHORS SMALL K LONG ENOUGH TO REACH THE NAM STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL LEE AS MENTIONED IN CA). C.2) A CA)
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 MAOY.
<br />(0) ANCHORS SHALL 9E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECEIAMM OF THE ANCHOR'S MANUFACTURER.
<br />4. µ1 STEEL BELT METAL PANELS SHALL WAVE w (AI " QLWITY STEEL ASN MBSJ I,YRIOE 00 IMHNIUM, 0-60
<br />OALWVA2F0 STEEL OESIONNTION w/FY- 56.s IW (AFTER ROLLm).
<br />B. PANELS MAY ALSO WE OWMAXD HMO/TALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (REEFS 4
<br />THROUGH n EXCEPT THAT HEAVAS 0 A® SHALL NOT BE USED.
<br />5, ALL SCIREM 7O K STAINLESS STEEL 304 OR 716 A19 9[RE3 /R C01MI08M0N1 RESISTANT COALED CARBON STEEL M PEA
<br />DINMIT SO 1s1 YIELD STRENGTH AND 90 MN T04U STRENGTH A SHAM COMPLY W/ FLORIDA NILONG CODE
<br />9. IT SMALL BE THE Rt"iS BLUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS O THE STMUCIIRE WHERE S WM t5 TO K
<br />11
<br />SECTION 24,1.3.3.4.
<br />ATTACHED TO INSURE PROPER N93CR-AE THIS WITTER SHALL ONLY K ATTACHED TO CONLREI BLOCK OR WOOD FRAME
<br />MIEDMMOS,
<br />6, Batt TO K ASTM A-307 GALVANIM SR4. OR At& 304 SERIES STAN " STEEL. WITH 36 ko MNMLM YIELD
<br />STRENGTH.
<br />10. EACH REGULAR STORM PANEL WTTH LENGTHS OVER 6•-B TMIORN 12'-4•. AS PER 3DCD0FIS 16 a. 9 a 10 AND A.TEA AIWES f,
<br />7 ANCHORS TO WALL STALL HE AS FOLLOWS
<br />9W A ION ON SHEETS $, a A 12 RESPECDYELY: STALL HAME' A LEGIBLE AND READILY YMMMI MAPPING INSTRUCTINGOWNER OR
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT WOO PERIODS OF HURRICANE WANOW.
<br />(A)
<br />It. THE INSTALLATION CNrRACTOR a TO SEAL/CMAK ALL SWITER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />- 1/40 TATNION ANCHORS M MANUFACTURED BY I.T.N. SULDEI. INC. (Min. I'c-3192 P.A.,.)
<br />THE BUILDING TO PREVENT WIND/RAIN INM)".
<br />- 1/4• / , 7/s• CALK-E NICIORS, 4AIMiAC71RED NT LEWWN INC. OWN. FT
<br />- 1/4Y • 3/4• SOLD -SET ANCHORS. AS DeTReUR[D BY ALL POINT SCREW. BUT A SIKC/,ltt CO.
<br />A A S Cp.ALT
<br />12 STORM PANEL INSTALLATION SHMI COMPLY WITH SPECS INDICATED IN THIS DRAINING PLUS ANY BUKDIN6 AM 2oN/HC AEa"TIONS
<br />PROVIDED BY THE NRNOICTION WHERE PERMIT 15 APPLIED TO.
<br />- /14-10 PARELMATE FEMALE 10A ►AMELMATE PLUS ANCHORS. AS VA*A#ACTUM BY EEGO CONSTRUCTION PR(DUM,
<br />(MIN. Fc-3350 N.J.)
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.EO.) PREPARED BY THIS 79C ENGNEER IS QVIEAND DOES HOT PADVa 14ORMATEN
<br />- 1/4.0 a TAP -GRIP ANCHORS. M MANUFACTURED BY TRU-CAST CORPORATION (Fc-3600 P.a.i.)
<br />FOR A SITE SPECIFIC PROJECT: i.A SHOW THE SITE CONDITIONS KMAT1 FROM THE P.E.D.
<br />AI) MINIMUM EEIilR1EM OF TAPCON ANCICAS INTO PW= CONCRETE SHALL BE 1 3/4'; r FOR PANELWTE FEMALE
<br />(e) CONTRACTOR TO K RESPONSIBLE FOR THE SEUCtM PURCHASE AD INSTALLATION INCLUDING LIFE SA'E1Y OF THIS PRODUCT
<br />BASED ON THIS P.E.D. PA IVIDED HE/SHE DOES NOT OEAATE FROM THE CONDITIONS OETALM ON THE DOCUMENT,
<br />0 AND PAHEMALTE PLUS AND 1 1/4• FOR CF TAP -OW ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE E THE CONTRACTOR'S RESPONSIBILITY.
<br />A2) CALL(-LV A SOUD-SET ANCHORS SHALL. AS EMKOOED 7/8' INTO THE POUREDON CCRETE. NO EMBEDMENT INTO
<br />(a) TM PRODUCT EVALUATION WILL AATION DOCUMENT BE CONSIDERED NYAUO IF MODIFIED.
<br />SMCCO SIUNL K PERMITTED. 1/4' 9-20 SPEWS USED SHALL K 1 1/2• LONG MINMUM SHOULD STUCCO EXIST,
<br />NO I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL IN EADED SCRLYIS W/0 HEAD.
<br />(d) SITE SPECIFIC PROJECTS SHAM K PREPARED BY A FLORIDA REA IFERN VANMES R OR ARCHITECT WINCH WILL BECOME TIE
<br />BUT WITH WING NUTS
<br />EINONKER OF RECORD O0A. fOR THE PROJECT WA WHO WMl K RE9P "V4GE FQIL THE
<br />TIE
<br />PROPER UBE O. TIE P.E.O. 17i RECORD. ACING M A DELEGATED EFOR
<br />AJ) N CAS[ THAT STUCCO w000 BOOM K FOUND ON THE
<br />STOK. NEGSi 1,'pBE PTO
<br />P.E.D. ENOIEER, BALL SUBMIT 70 THIS UTTER 111E SITE SPECIFIC DHAWINOS FOR REVIEW.
<br />RE E
<br />ORPRECAST
<br />LONG ENOUGH BE AI
<br />9W1 K LONG FT40UG/ 1D FiACFI THE WIN STAETURE BFNND SUCH
<br />ANAL OR FLOOR AWE
<br />PANELS AS
<br />PAIMELS, ANCHORAGE 9111E K A5 MIORIOHKO N AI) A110 N A2).
<br />SHALL TI M BEAR E OATS AID ORIGILAL SEA, AND SIGNATURE OF THE PROPROFESSIONAL0N
<br />(4) U40
<br />EE
<br />UIG4NfER OF RECORD TEAT 1NEPNEp R.
<br />(B) 1D EID31tl16 f1INCAEn BLM = WALL A C-91E
<br />TAP00N ANCHORS AS MANIFACACIUIED BY 1. T. IN BIlEDE1, HNC.
<br />14. SHUTTER YANUFACRAREA'S LABEL SHALL K LOGTEp ON A READILY N9RLE LOCATION AT S10RM
<br />- 1/4' • , 7/B' CAUL -IN ANC"M. AS MANUFACTURED BY DEWLT INC (MIN. N',-15W P.TY
<br />PARE. SHUTTER INCCOId1NCE AUN SECTION 1700-1.3 OF FLORIDA BUILDING CODE, ONE LABEL
<br />94ALL K PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE
<br />- 1/4'• x 3/4' yOW-s[F ANCHORS. M OIsiMUTFD BY AL POINT SCREW. sat a SPECIALTY .
<br />CO
<br />FLORIDA BUILDING CODE.
<br />(NUN. 1.-0 lo P.U.)
<br />- 014-10 PANFLMIE FEMALE D AM PANFLIATE PLUS ANCHORS, M MAUFACMED BY ELCO CONSTRUCTION
<br />THIS DRAMM SHALL ONLY K USED TO
<br />D WAIN PEARLS IN TE STATE OF FLORIDA
<br />- 1/4' 0 CF TM -GOP ANCHORS. AS MMNUFACHRFD BY TRU-FAST CORPORATION ER
<br />PRODUCTS (MN. Ire-2071 0,9J.) AHP67
<br />0.1) MINIMM EMKOMENT OF TAPCONANCHORS. ELCD PAAIEIMATES AND Cr TAP -CRP ANCHOR, Nro THE
<br />rLORIDA BURAIt10 CODE Hf h Veloci HMrAea
<br />BLOCK UNIT SNAL K 1 1/4'.
<br />' No.
<br />P3R1D Hataa I!
<br />20 "GE BALYAHREB STEEL $TORE( PANEL
<br />9.2) CAUR-IN A SCUD -SET ANCHORS WA L K EMBEDDED 7/6• INTO THE CONCRETE BLOCK LNG. No
<br />INTO STUCCO SNL1 K PERMITED. 1/4' P-20 SCREWS USED SHALL K 1 1/2- LONG W6MUMI�TECTKiN
<br />AND 1• MNaMM FOR MILLS WIN NO STUCCO. •D: eT.£
<br />1
<br />II
<br />OenIN .HII�.EXIST,
<br />• ROw•"+a
<br />twoom n
<br />i�
<br />,ICpI ELF'
<br />1
<br />INSTALLATION DETAILS FOR REGULAR PANELS A (2
<br />INIO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES wAGet31DE ANGDIN
<br />IONYRIE AMMIDIN *am6M 6 ywou HDM n
<br />Iwm 6 NRO wN01 ^'E.n•-- geNCAEE AncHm
<br />PORED IMF,•' , A�A[n 6 MDUAN01 0) j we. NNGMtE R[QLHRB01 ,'C4
<br />1/2' 1 .i
<br />CO0�1DONGETE REP0"EAawE•5
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<br />An10 wWrsKme •6 CONCRETE BOLO
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<br />E.D. - EM DIRANCE
<br />(SEE SCNEDLAE ON
<br />SHEETS a A 0)
<br />NOTE FOIL C1111B/MTIDN DF EFST'wR;
<br />TOP a BOTTOM MWINT1110'S CATI K
<br />COMBIINrD IN ANT WAY TO SUD ANT'
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<br />INSTALLATION.
<br />/T-1 L E`i0 INC.
<br />TILLiT TESTING & ENGINEERING COMPANY
<br />WALTBRA. TILLIT, rR, PS tilReCO&OLCom
<br />PRODUCT EVALUATION REPORT FI FR I,INWN No 44157
<br />rLC.A. L1FMaN W. NW719
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products, LLC
<br />4800 S.W. 51 Streal
<br />Davie, Florida 33314
<br />1. PURP08E OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., R.E. (System
<br />ID # 1006) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1D of the Florida Department of Business and
<br />Profsselonsil 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. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.O.):
<br />Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL:,
<br />shoots 1 thru 18 of 18 prepared by Tllteec, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an intego, �FS�Is
<br />Evaluation Report. a��tir ^ "6
<br />.44167
<br />•, TA E OF r
<br />'a,� cc•• FCORiOP,��,�4.
<br />6355 KIN. 36th Street, Suite 305, Miami, Florida 33166 - Pbono: (305) 871-1�?�]pjA(3b� 1531
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1')
<br />-_. 15.196•(TOTAL BIDTH}- - _ ._. ___T-- _..._ ._._IS.156• -_-__�
<br />^,.500• I j
<br />l� ` OMwatD STEEL•]n��
<br />rI AM A-RDB ,•Awe-
<br />. �� t `'� 2.b67' OOAIYANRED fIlBL FIX � NC , 2\��IItlY OM30 URBAN
<br />b
<br />2. r TYP. ABTA A-963 2. i
<br />_ _- [I�OCE 6NAD[ soMMIN6M OrTAA / -al� - , TYP. \\ OBTA1a Al /
<br />G-60 GLv. 'E
<br />L1aTNL A 450 WAR A
<br />Q STORY PANEL ® END STORY PANEL
<br />....__._.._.__...., —1
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<br />LO. - EDGE INSTANCE �1 tr o°"a °•'-0'IA
<br />(SEE SCHEDULE ON I
<br />SHEETS a A 0) BDALE a/7M -
<br />NM FOR CON11ON K=00K
<br />TOP a BOTTOM MOUNTHOCOMBINED IN ANY WAY TO CAS E (PLAN)
<br />INSTALLATION. -SCAE 311S.. NI
<br />C.M.
<br />�,Axou I ;eT Wn. camckm BLOCK q &l a wowm THIN
<br />] MA,. REMAINED.��IRIRre ~.
<br />sEcraN x-X
<br />DUAIL FOR SPACERS REOU11111D AT TOP QR
<br />S AADJACQIT TO STUCCO/WOOD RANDS
<br />PRODUCT kV E t'AnQN M=T NO e472702 2
<br />119 TEST REPORTS,
<br />Large missile Impact bad 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 r A -
<br />Pe 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 />0210.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />ioadinge per Protocols TAS 201 & 203 as per section 1609,1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and seeled 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 Metanurgical Report No, I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2_3. STRUCTURAL ENGINEERING 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 Tllteoo,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter
<br />A. Tllllt, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1WE1.1.2 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 shell 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 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 />r � S
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<br />D.M.. t@.@. 4 -+
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<br />3
<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, 18 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 Produot
<br />Evaluation Document(P.E.D.), drawing No.20-175.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheen 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. Tilllt, 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. THIlt, Jr., P.E, (Florida License
<br />No. 44167), President of Tllteeo, Inc. (Florida CA-0006719).
<br />WATILL
<br />D:I TILTECO ADMON RECORDS 1
<br />GALVANIZED STEEL STORM PANEL
<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, aW/11 t 7W/11
<br />3• MAR ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHMM s A 9-- -_ r km
<br />MINL-r--- -_. FOR WOW SCESECTIONS ON SHEETS 10 A 11 _ '- 1• MN
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<br />5W/10. $W/11 i 7W/11 6/5
<br />_.ANCHORS: FOR CONCRETE SEE SCHEDULE ON MEETS 0 a 1
<br />FO
<br />R WOOD SEE 9EC IONS DN SHEETS 10 a It
<br />REGULAR STORM PANELS n dt Q ELEVATION
<br />N.T.S.
<br />2.BT 1/4' Ma. GAP
<br />I (IBM Dow -1 6IIq( W MY)
<br />INSTALLATION DETAILS FOR REGULAR PANELSC) A dA
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />'---___------N$DHIM FOR CONCRETE SEE SCHEDULE ON BMW 6__ -_-- _-_
<br />pp0p(p tONCREIE py{I� WNCK1[ _ PgUREy COWCIE'TE , - - FOR WOOD SIDE SWIDNS ON BEET 12
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<br />REGULAR 4MW PANEtS (tl k � vLEVATInN
<br />Nun I l ! SCALE 3/ar-tr
<br />_�.., 1/4• MAR. GAP
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<br />Lo, - INLBTAHt E
<br />(SEE sC11EDUlE ON TOP A BOTTOM MOUNTINGS CAN BI:
<br />SHEET 9) COMBINED IN ANT WAY TO SUIT ANY
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