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/_ —Ec I PRODIIC r EA'AL 2 /Ti-LI olm TILLIT TESTING & ENGINEERING COMPANY 2.2. TEST REPORTS: - - VIIATTRIZ A- "LLIT, JR., P.E. ulteco@a0hCorn 11L?, L-N.."11 Large missile irnpact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads A CA_U,,.N,,W067F9 as per TAS 202 PrOtocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0-9/1996, 996-570 dated 09118/1996, PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 d ated 10105/1 998 witnessed by Gilbert Diamond, P,E. and Report No. REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. PRODUCT $US -CATEGORY.- Storm Panels 23.�TRUCTURAL ENGINEERING CALC_ULATIONJS� On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load. as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: QlobaL?1oftotWn Produgb length based on rational and comparative analysis, and in accordance with " section 161 0 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc., 4600 S.W. 51 Street dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., RE. Davie, Florida33314 1, PURPOSE OF EVALUATION; 3. MIS3 LE IMPACT RESISTANCE: This is a Product Evaluation Report Issued by Walter A. rillit, Jr., P.E. (,System Large missile Impact under section 1626 of the Florida Building Code, as per ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business and 4. WIND LOADS RESISTANCE; Professional Regulation. __ � '. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8,10,14,15, been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of26 of Product Evaluation Document (P.E.D.), drawing No. Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, at least equivalent to that required by the Code. 14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Product Evaluation DoGurnent �P.E.D.), drawing No. 20-176, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions I INSTALLATION: Installation shall be performed strictly in accordance With details indicated on 2, EVIDENCEAURMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document ION DOCUM (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as _lEN7_(F!,E.D,)t Drawing No. 20-176. filled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176, Tillit, Jr., P,E.; dated 07/28/2020, This drawing is an integral part o AM's HIT, "'kiIIIIII014% Evaluation Report, I"ItIli 1', . a A r/� "Ooz , , 01 A�_ e^ ,0' ?, A T144 i!-S, N �� ,..:. .. /�/!",. ,,,, � ... , - ....,:.. �, o N�, ,�� ,,,��---`,\GEN6�,,.. 'I . I L- ��' I �A . __ I.. S � - .� - 1�11_1_ O.- Elt I ,� ,'j!��.`\�\�j - _ .. , _�� --S -41--l-tt . __ -1 - - __ I __-7: �. ' - . ��_ x�l _ - 0. 44167 --, 1 " ' . N * 1__�—_�4_� �. -44167 *- S __ . - _S__ ti_ - - . Z - - - - IT = * : = "I', - �, � IT : : - 1_1�_10_j .* -* . ---7-- - - --,7 � , ej%� , * ,*z ,� '_ ,� ._ , S , , -1. __ . - I- _____ "., " � ' "".. --I: �' 4t ,:Vo. , A. '4, � �� , I �-�14",..- 4 IN, -,t�4,� / / = �.1,941 �;:,� STATE OF -11,00��, �, Ri O R I 13 �1. I � ,,,- " 7 1, '$� 0 I -, 0 P. I D � � .4?P A, ss - - ,,\,, I , a 1:41 I. ., I k 3 L 6,355 N.W, 36th Street, Suite 305, Miami, Flafida -13166 - Phone: (305) 871-15 0 L � , AT .C, . , r r... , 0 o "', 08/0 ........ ' ,,,,,FNF,NAL'� ,�,"' "'IlEhINIF11"J I F11111401%, - QWMAI 0 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO IF WOOD BOARDS BE FOUND tPi 'HE EA-51RAWLIMM" EXISTING WALL MC140AS SHALL BE LONG ENOtIGN TO RLA114 FI,E VAIIN STRUICIURE BEHIND SUCH PANELS, I STORM 13ANEI SHOWN ON THIS PRODUCT EVALUATION OOOU-W, (PC 0) HAS BEEN VERIP" FOR COWTILM" IN ANCHORAGE SI4ALE BE AS MENIII)MIED IN 9, Q AND It, R2). ACCORDANCE WD14 THE 2020 (7� EDTPON) OF �.E FLORIDA BUMWNG CODE '. Q X_Llmibig, W= -A, e_VL,rM,."t _� �U,�_Mq_ DESIGN WANTS LOADS SFIALL BE DETERMINED AS PER SECTION I 120 Of THE AWVE MENT)ONcD Cox, - 1/4�1 TAPCON MICHORS. AS MANUPAMREO BY I I W BUILDEA, MC FOR A WIND SPEED AS REQUIRED By ME ,A)FIntOCTION WHERE THESE SHUTTERS WAII ?,: INSTALLED AND - #FA -IC PANOWIE FEMALE 0 ANO PARELAPATE PLUS MCHORS. AS MANUFACTURED 61 RED CoNSTRuIR0. "RO)"C'S FOR A DIRECTIONALITS"FACTOR M-0,85,V5ING ASCE 1-115, AND SMALL NOT EXCEED THE MAM.MLIPW IASI)) - 1/4"o LAC SCRE*S PER AFO.S, DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRIL) 12� 14. 15, 16, 19 & 20, - 7/1,3-IF x 5/6' WOOD BUSHING, AS TISTRiaLITEG By AIL POINT ScREIIF BOLT & SPEEPALTY CC, IN ORMP TO VEANN THE ABOVE CONDITKAL ULTIMATE DESIGN WIND LOADS DETERFANCO, PER AXE 7-16 SMALL BE FIRST RED110ED TO ASX1 PISTON WND LOADS BY M,XPPLYING, THEM By 0 6 IN 09ZDER TO C I � MINIMUM nPRMOD PENEIRA11014 NIC WOOD CIF TAPCON MCHORS SHALL BE 3 112" AMC 2- FDA ELEM, PANCLUATE K�,S COMPAPt THESE A/ VAx IA�SD) UESION PRESSURE RATINGS INEIGATEE, ON SHEETS 7 T14RU j7, 'A, 15, 'a. III & 20 AND PANINUAMS FEMALE TO C 11 MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME FENP SHALL -BE ' 1/2' 40 MIREADED IN ORDER TO VERIFT IRA! AACHORS ON THIS PED AS TESTED WERE RUT OVER _-REISSED, A 33% INCREASE IN AU_oWA&E PENEIRAIPON INTO STUCCO SNAL� BE CONSIDERED IG PINET OF THE QEQUPRP�M TPIREADEr RE.EIRAVON STRESS rCR WIND LOAM WAS bLU USED IN THEIR ANALYSIS FAMERS SPAOLNG TO WOOD HAS BEEN DEITRVINED IN ACCORDANCE WITH N.O.S. 2018. C 5) MINIMURI FOCE C)ISTAKE OF LAG E-C_ INTO WOOD SMALL BE AS INDICATED IN THIE DRAWING STORM PANEL'S �COUACY FOR IMPACT AND WIND RIESMANCE RkS BEEN VERIFIED IN ACCORDANCE WITH SECTION P626 OF THE ABOVE UEN1100FD CODE AS PER HURRICANE EINGWEERING aP ITSTING INC REPOFFIS "-Z65. 96-570 a 96-T30 AND C-4) MINIMUM TICAtIRATCN OF WOOD BUSHMAG SMALL BE S)S- 1/4' O-ZO SCREM USED SKALI W 1 i/2- LONG MNWUM PEPESTIVETION TESTRIC VS INC. REPORTS #202 & 02124 , AS PFC11=01-5 TAS-201, IAS-TO? AND TAS-03, SHOULD STUCCO EXM, AND I' MINIMUM FOP WAU-1, WITH No STUCCO AS WELL AS AMERICAN TEST U,IS Of SCUM FLORICIA REPORT 002elg.Ol 09, AS PER !AS 201, TAS 207 AND TAS 703 STANDARDS. C 5) IN CASE DHAI PRECAST STQNE� JR PRECAST CONCREM PANELS. STUCCO OR WOOD BOARDS BE FOOND 04 THE EXISTING WALL, ANCHORS SAALL BE L - ENOUGH to REACH "RE MAIN STRUCTURE 61HINE, SUCH PANELS 2 ALL P0 OMINUM rATPUSIDA45 1-0 BE 6063 -Tfi ALLOY AND TEMPER A,RSLESS OTHERWISE NOTED) SEE SHEE- 2 ANCHORAGE SKA,LL BE AS ATEON'rTIONTIT IN C � I � C 2� & C A) ,I ALL AEUMINUM SJIE�T METAL USED AT CA,CSQPES SHALE HAVE 1105-1,114 ALLOY (0) AKNORS SHAA-1 r. INSTALLED FOLLOWNNI ALL OF THE RECOMUFFIDA71IONS AND EECIFPC�TIONS OF -HE ANCHOR'S MiNUFACI,IFTER A ALL SnFL SHEET METAL PANELS SHALL �VE NRIXTURAL GUALI`F, 5ral- ,%STU A-W CRADE SO WNIMUM, C_W �, L _C,CN I P,PINSF;,.L 10 ISHEES A GAIVANIZED STEEL CE_qO.ADON W/FY- S3,F KIM (Antft ROLLM� a PANT.'s MAY ALSO BE INSTALLED HGA`f7ON%L4y FOLLOWING 'RETALIATION DETAILS S.UVOT ON JF MROUGH 6) rXtEPT THAI MEADERS T A Q "U, NOT BE USFP� 5 ALL SCREWS TO BE STAiNLEMS $-ErEL "I OR 316 ASI SERIES OR OCRIA09ON RESISTANT CQATEO CARBON 35TLEL AS PER 14 IT SMALL BE IRE RESPONSIBILITY` OF THE CONTRACUISP TO VERIFY THE SOUNIONV-1 01' THE STRUFCTURIP WHERE SHUrPER VS ED BE tirl 50018 7�,50 �P MID 5TRENGTO ANC SO KAI TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA floTLETPH-1 C-OtIr SECTION 2- ,3 1 ATTACFIED TO iNSURE PROPER ANCHORAGE THIF SHIJITER SHALL ONLY BE ATTACHED TO CONCRETE SLOI'k OR WOOD FRAME al-OLVI-CIS 5 ENA,TS TO BE ASIM A307 GALVANIZED STEEL OR AIS� 304 V_RIFS STAPILLS�i SVPEEL. WITH JIS ", MINIMUM YIELD STRENGTH ID EACm RECULAP S70RM PANEL WEI LLNTM� OYER 9*-S THROUGH t2'-.*, A' PER SECTIONS 6, B. 9 d, 16 ARC ALTERNATIVES BW. 7 AEK�HORS TO WALL SMALL BE AS FOLLOWS %W A IDW ON SHEETS Il, 6 & 12 RMIECTNTLY� SItAI-1. HAW A LEGIBLE AND RfAt �AS;Rf MARKING INSTRUCTING OWNER OR TENANT -TO SECURE PAtIIELS WITH APPLICABLE REINFORCEMENT OVRNG PERIOUS OF HURRICANE WARNING (A) iQ_TXSTM,I1,OUffA_E_QW.WE 41 THE INSIALLATICIN CONTRACTOR I- PC SFAVCAUUK ALL SHUTRER COMPONENT EMES WHICH RNAIN IN CONTINUOUS WNTAC� WITH - 1 14�8 7APCDN ANCHOR': AS MANOWACTUPIED UT ,TW BUiLOCK. INC TO, Fr=.�192 p1j) ME BUILDING TO PREVENT WIND�RAIN FIN"ON - 1/4* A � 7/B" CAL,t- IN AMCKORS, AS MANUFAMPED By ZXWALT INC (MIN, 0*3000 p, I) 1p-. A 3/4- 5Gt,I0-SCT ANCHORS. AS DISTRIBUTED BY ALI POINT SCREW, SOLT & SPECIALTY CC 12 STORM PANEL IRSTAIAAMN SHALL COMPLY WirW SPECS ,NDICATED AN THIS DRAWINC PLUS ANY BUILDING kit) ZONNO RECLILAITONS - (AA,, I.C.3000 PA.,) PRCMDED BY 14E JURES-OPETTON WHERE PERMIT IS APPLIED TO - IF 14- I D PANEUAAIE FEMALE 10 & PANEI.UATE PLUS ANCHORS, AS MANLIFACTURED BY ELCO CONSTRiliCrION PROWC_ 'UMM jP E D I PREPAREC- 5� THIS ENCINEER i GENERIC MU DOES NO' PROVIDE INFORMATION I � 0) THIS PRODUCE EVALUATION DOC ; [AAN I, X3.50 P�,) - 1�4'0 Ci TAP-0144" ANCHOR$. AS MANUFACTURED By `NIIU-TAL_� CORPORATION (f-36GO pS.,) FOP A SITE SPECN`C PFANECT, ;*� WHERE ME SITE CY)NUMONS DEVIATE FROM ERIC PE.0 AA) MINIMUM OADELMENT OF TAPCON ANCHOR,$ INIQ POURED CON,CRETE SMALL BE IE) CONTRACTOR TO BE RESPONSIBLE FOR 'HE SELECTION, PURCHASE AND INSIALIAIPM)N INCLUDING LIFE SAFETY OF THIS PF1,CDJCT I Vl'� 2' FOR HANOLMATE FEMALE BASED ON THn PZD, PROVIDED HEISIM DOES NOT Or_�AIE FROM THE CONDITIONS QUAIUD OTI THE VXOMENIT ID ANTS PANEIAAIFE PLUS AND 1 114' " CF TAP-GREP ANCHORS CONSITROCTIOR SAFT7 ,Y AT SITE IS THE CONTRACTORS RESPONSiati IV k 21 TAUK-IN & SOUD-SE'r ANCHORS SFP,Ll HE EMBEDDED 7/8- INTO ME POURED WN(FICTE NO EMBEDW-NI INTO Ic) THIS PRODUCT EVALUATION DOCUMENT WTA BE LONSIPURED INVALID IF WGCFW STUCCO SMALL BE REPPATTTED. 1/4' 0-20 SCREWS USED SMALL, BE 1 1/2' LONG MINIMUM SHOULD 5TUCCO EMS1, NO 1� MINIMUM PER WAU,S, W�H NO -zrLPCQQ. AAIO MAY 1347 HEADED SCREWS OR AL� MRESAIGED SCREWS W/C HEAD OF SITE SPECIFIC PROSPECTS SHALL BE PT`_FPARED BY A FLORIDA RFG157FRED ENGINEER OR ARCHITECT WPFCM WILL DRECONE MT� RUN WIM WING NUTS ENGINEER OF RECORD (EOIFL) VCR THE PROJECT AND W440 WILL BE RESPONSIBLE FOR ME P-VPER USE OF THE P-EO ENGINEER OF RECORD, ACIINC AS A DELE(STED, ENSPINECE TO N+E_ A_A� IN CAST THA- PRECAST STONE, PRECAST, CONCRETE PANELS, RAVERS, STUCCO OR wow BOARDS K FOUND 0. 1.1 PETS ENGINVER, SHAULL SUBMIT TO THIS LATTER THE 53E SPECtFIC DRAVANGS FOR VVYIEW EXISTING WALL OR FLOOR, ANCHORS 1�44LL OF, LONG FFAGUGM TO REACH THE MAIN 5TAuCTLIFIC BEHIND SUCH PANLLS ATACHOPACE SPOLL RE AS MENTIONED IN A I � AND M A.2) �*) THIS RED, SHALL BEAR T,f5 DATE AND ORIGINAPL SEAL AND SIGNATURE of FK PFPOFE� C W NAL ENCTNEER Or REMPIC MAT POCIPARED IT (b) !;LLM�,"Q,' -1--91) -W&L-2*11t - 1/4* 0 TAPOON ANCHORS AS FAU4UFACTUKEQ FEY I I * BUILOL_�P. INC !4 SHUTTER M&NUFACTLIRIER'S LABEL SHALL BE LOCATED ON A READIL� -ASIBUT LOCATION AT STORM PANEL SH TIER IN ADOCIROANCE MTH SECTION 1709�9.3 OF FLORIDA BUILDING OSDE, ONE LABEL - 1/4' , 7/9' CALK -IN ANCHORS. AS MANUFACTURED E, DF*ALT INC, (MIN, r-1500 ""I VPUACIOD SHALL BE FOR EVERY OPENING- LABELING TO COMPLY WITH SECTION 1709 9 2 OF 'HE : _ , ,'I-. 3,14- SCIJD-Sq AtNCHOR-1, AS DISTRIBUTED BY ALL POINT SCREW, BASLt IS SPECiAA,Pf Co FLORIDA EILPILDING CODE I � MIN I'IaDo ,.�j) - #14-10 PANCLMAlE FEMALE U) AND PAHELMA7, PLUS ANCIIGPPS� AS MAINOPFACILIRED BY ELrn CONSIRLIC11ON IG SRqL ONLY BE USED TO I An, PRQ UCM IMIN, Vc,Ln7l ps I) ,"I I 1, � IN, THE STATE,ILIORIDAJ - 04"'I CF TAF-GAP ANCHORS, AS MAHURAC,IURfU Of FFU-FASI CORPORATION 0 5 P ...... ruz"""'%, __ 0� ,�� ........ Ie/,- ". 5 1) MINIMUM EMBEDMENT UP TAPCON MCHORS, FLOE) FANUA07,S AND C4' TAP-GR�� ANCHOR. IWO IMF CON.Ul- Of 1. 11 ' .0, FLORIDA BUILDING CODE (High VIII.City "Fir I-P. Zone) , - - __ ' KOCK UNTT S�, BE I I/A' : '. = -2.20 P,`RSI. - . 20 GAGE GALVANIZED STEEL STORM PANEL R,,.; A � Jf ' ' " 7� Z NO, 4 ' 1 � 9.2) CALK- A, SCUD-SZ7 ANCHORS SA�l BE EMBEDDED 7/8- INTO ME CONO RNit BLOCK UNIT No rVae- 167 1 Z ___ . _ - PIVIN1.1. INTO SIMCC &TALL BE PERIPTIT-0 �,,`4* 4-20 SCREWS USED SNALL BE I 1;i21* LONG MINIMUM SMOVAIV. , 2>**------. ", GLOBAL PROTECTION PRODUCTS, LLC. Riw� r"511 MO C , TAINA00A FOR W`LLS Wmi` NO %rucro . � '. - NA-_�_ I / 11L1EC0,.,C l-'Pa'% STA F101..�e 7 � - - OF ��, � -, - __ _Iw� /__1 .. S.. " PTIACT, , _ ' riur rLTIRR-d & —MORMAM0 C�0~1 - R _ .,. , r__ 7s,�_ 0'..". -�OA . --- - ,". 'PRH -,-,-,,..-.. 20-176 ",,7 "'16:6. .. - - �1��- - ,,,�.�t,m - "_,�% � 1 ,9:;I� ",I . - - . -A. 4I. -.71. - - "N,ON`�� At �1',W,--- , 104 - M�n � , - I , � I , , - I - -a-, � ", " _ . I I I I- - _ __ IN-SIALLATION DETAILS FOR REGULAR PAN.EL5d & ,U INTO EXISTING POURED CONCRETE OR QQNf,RETE RLOQK SIRUCIPM ORRONCE ""'A" I ��L (SEE %"MLE ON CONCRETE ANCHORS SHOM a INRRXI 1) (Sa W-VDIUE CIN __% � � " . I CDNCRETE NACHOPIS a ,HA%aARI 9) \- - ED - - CONCRETE ANOMORIS ,11 I �'il \ "�_' -, (sa sC.EcANE _--I , P" FSm soNEDIALE OR, - Exwmuc POURED � . - �" I SAIVEM a MamG. 9) 1 \ )S' EXISOW. POURED SHEETS 8 "AWRAM, a �111 I U4 CONCRETE FEEDUIRED. \ �1� I I- f4i - - ,. 4: 11- i - I I TW_ ln /,A'... eati,t � : - ." ; E.- _!-�'i 4 ---7_-�,�-�� I "s I-E -_ �,_ I'- --A Il' 7 " "� --;(--Jw/A, S. _n ''I - \ ,-', � " _'), , :1 N. W, tr 1" J I'w 1___i I I I ,, . N, -,*-�-,,W , if , -_ ; I _ " , -_ f - _`�_ PT . I/,- I Vr W mm .A- Nfem-_ I I _.___ --r-MOF. �1� ______1__.. � I ""', �4� - __ _ Ir , I I -"-t I � , ,, W, __ _ - ,� , , - I i � �, ..� 'L, DASTAI, PaIm E I - ! , � I � E '- mMLAER � S 4 �4- 1 'n : * ? I T-49 _-, - 11�' R10,010 - � - Q -- RSNAPRED - , , _(��) a : 3 b ,_� I I ,1 -1 I ; li - I CONCRETE novtqm.� 1� I .. 1. ih,,,,, �c - I X 1. I __," - I j, r I I I 11 I ,,� - _- �� -�_.`, %i,.-, --,,L,'1 i avl� -A-, � ,I ; I I , 41w/�# ��,41'--'�- �,-: .1 I � A, � . 6 . It I 9 SAID 9 : .. . � � -,,,,' A. !� � : '2 I/v at, I -. -1 � =t � 1 I_ (D ; � 7 ldm�.� 1 �, 3, - I � : SEE Ro"C"'Ur i I I - '" 'w=PN,-- (--,;, : _. __ -1 i � ; � I '. APLSVU.f, � (�,D . , It =1_1_� ! I 0 1-,-,,,T4 -� 3 ! 1 I I 1 I'i � ! ! , . , . __ i I I I� 1 1, Oft- I� I . I I I be, I - ( I � I Z WAS1, __11 I ! =�! I I I ) I i I - I I - tj � . I 1, - 1i � I ; : !2� ! i 11 ; P. I � - 1 I ; i $ 1 i I-01 I I � i I . : 9 i i q N : '06 P 1 1 � I 177477 "I , I : � i § ! I I PSI " , , � ` I , �777777- , I � I I 1,` I I _-1. I � �, "T j "N " 9 '� " ' ' ,I ' I 1� I I __ Zzl"-W_�r 14 A, i � I'll, ;;;;; I I I i I `,'� I _ � 11r. I I MN'T". 01 I '2 L,r - ' - =. g . I " I e ,- I : 4 , 1r1mS"A`*! ! "�, 4a- f . . D67ING POURED Eb. � I i @i,- . I - . ,,, It I ,,�- m 7,- � i (��l VIT '� CONCRETE OR - -.-- "' 4%`� � � _F � 0 I " "' � , EIIV- PO- ID ft :L_Lj � - -r ED '. I ,,I, CONCRETE EALEPCX 11 ; CONCRETE OR �,n It _ _ I CONCRETE OR 11 , I � � � ! I I . I EVERI SPEO * . _ I CONCRETI: BLOCK - -_ RED �,,, � GONCIRm RUDER I I REWI I ,2 "w - 11 ! - - REQUIEED, �-�; -___EE�� R __ � - �1 - - - �11'1 I - ., I _7 ., EG RED ,I- 13 (,Slji�) , _�_. "I - . I � t. T - I , I �; �,; , ,.�, I ,,, , I , 11 1. - , I r 4� A. ,� 01/7 I - , " 7 I o39 � "I , � - ,�_ � I , 1#�� I, , / - I- q.-_1 'X ExISTIND EXPIRE `71 , , - -I, 44,,� � L� I I I .1 . __ I _D " � , - � , _�� CONCRETE �'3/4�_ , '. - �L I . _ � , - .. I 1�� r :1', 1, , - 1 I . � � , � REQUIRED I r�'_l I �, L � I , "NON' , 111 , MN 'i�� I � �"'�� I �'4) C" "No'c"S CONCREPE Aic.m I r4 :� CoNcRvE NicivAtS Y11�5130_ , 1 , SMOGIVIET) W/ STUO___ -1 �_7,' S.-. #'T., - ��_ I - - 41- .1i*_ L� �9_ _T_ ga-= cz, (SEE SCREDUCE - �& (SEE SC"V:P`ILE CAP - , (SEE sCHOMLE - - S'". - SHOnS a THROVcH 0) ,\ slIU11- A PAIDUC. IT) sNam a THR� s) SIIEETS 8 THROUGH 9) WALL MQUNIING OUNTIK, BUiL ALTERNATE SPILD OUT MOUNIIIING WlItI., 11 ORQ1MnLQ?`1`Nfi LQN- 2 = 3 J SCALE ,'/A-'- scou 3/8-1* 1 �/6_1- I � - - � - _T - ___- --- ; : z E.D. ( EDGE DISTANCE I - 11= I - i - T I k SEE SON ULE 0 __�FAN . ED - SHEETS a a 9) I I SONAIARC"t I v O.Ao, I I 6 1 1 t I I W.m.. I i NQ1E__Mq_tQWLN&TLQ&_ . i EmPY am � I b: : 4 ---- i : r_!I 12 I/SH .0 �, TOP A ecTrom mou"To i - , 9- "'WILEIII-Elif'!, COMSINED IN ANY WAY TO SUIT ANY ; A I #0 N�.Fk �Q!,t,, INSTALLATION I I , . / , ! --,A=--J e NN� _ _ � �� ., ,�", 7 ,-,,,--, " 74:�_,_`,1,1�11` __ - __ - , �1, " 77 _:.�, ,�,, - ,,-,-,� 1�1 .1, VkCEAI,9.`--�1 ExIsTINz GARaI I i� ..- I ... S FLORIDA BUILDING CODE (High Yd,IoAPR�y Hu Carve ZARIME)i CONCRETE . , w = - - - __ ____ ,3/4�i � I-20 GAGE GALVANIZED STEEL STORM PANEL , REOL"FIED. -I---,-- - ED � - I - 9 *.* ' ' : j AFWX FATEW, M. 'Per, = QPICTIM 44CHORE, - * . '*i Csa WHEDUIX OR 'I , . ".. M TE rg�_ I.` SHEETS , THRO" IO !�,51�. 15�_ i Z'\ GLOBAL PROTECTION PRODUCTS, U.C. — iNATE, 0 ) S 1, '. ORID ,z- -- � 11LIECOit.c. \ IPSRQ '_ . _.. _,_! Sl*. 51 STREET CEILING OUNTING "I ��. DAW. IT- "31. _.-, - - 6. . . 'C"PA", RMORE Oni,)ATIA-EINF TAA, 20-176 g" ALIE / .. .W�,�tm - P"IcA, . ." ("),_', - IN I ow .1-1.1 ------- T -_ SCALE 3/e-l� Aftli C`M57I,i ..I - AAAWA* PF,� , , �6FSN1TLRr/uAJT ,,, Wft" I III, M ., P,E - - _00I ---. . . -_ �V I _ . � � �� Lf=� =-Z± � I I PROlDTICTZYALLUAILGERE20RI-Ti-Q-2A--#=W 1 6. MA-TERIAL CHARACTERISTICS AND SPECIFICATIONS - Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor speGifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D,), drawing No. 20-176, 7. 1 ITATIONS AND CONDITION OF-U$E- 7.1. Shall be stri0y in compliance with General Notes NICE. 1, 8 thrij 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E,D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P,E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured conGrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillh, Jr.. P.E. (Florida License No. 44167). President of Tilteco, Inc. (Florida CA-0006719). ,%%%II*IAIIfFI ,S�,�"' N T144 &,, ;��, I *: - , " /� "N" ,.,V& , - - ,/ I, , , - � , ,�tENS, ` .5P , - ZF -:* e ... �L ____ - .. S . - . 11- __ I I . . S __,_____�-!_*, -*= ' � - I_ * .. = ' 7A�f�z-4�*,S�%, STATE OF ..,',,,F_? , / - - , -, " , , �, ., 14V , -..- Rk �. .......... . ...... A- III, 0111%, WAT�LL D�% TILTECO ADhACN RECORDS) P. E. REPORT�26 � GLOBAL, PROTECTION PRODUCTS, LLC I 20 SAGE GALVM41ZEID STEEL STORM PANE0, DRV4G ig �017S � REPORT # 2D-0728.01 "" /1", �,L ECO IINC\ TILLIT TESTING A ENGINEERING COMPANY WATTER.A. TIUL,JT, JF-, PE� fift @WI.COIrL PRODUCT EYALVATION REPORT M.P1.1' 000 "kN" 44"" FL1,A.LN..00551J9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PrQ IT 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A.Tillit, Jr., P.E. (System ID -# 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.13 ): Drawing No. 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an intego�n,?f,;p , t ,I. Evaluation Report. 1P, vtl . I . " - ... �41 .X 1� �� . - .>11�11 ' N rl.i . i',* ., - * \,\f, E N $, " % �� -, I _�:�,__tc __ - - - ,4' %. -� ' - -7 7 7r�_--_-I;—n-�. , 11167 ". ' _7/2,e,-_4*T_1 * :* '- \- i� I ,�'- .. ,-,, - - " , , , 6355 N.W. 36th Street, Suite 305, Mami. Florida 33166 - Phone: (SO5) 871 . W��Xbit, -1531 ULAR & LIFE SAFETY STORM PANELS ($CALF 1/2-I-) - ,.- _ __ .- -, �- __ - � - - - ", - - ----- - 15196- (TOTAL WIDTH) ---- - � . -11, I - 1-11 - . - , � - - _ -- '5 IRV (TOTAL WVTH� - - -- � - - ------. - - ___ __ 12.!iOD' (EFFECTWE WIOMI - � --- ___ �- -_ I - . - __ 6 1/*' � -I------ I ____ � _____ 6.250' 1 --- - 7 1 ,- I r, -. t`I,�W- - 1.3?0* - � ,.zoo' , �Sw" �. - I t - � �� -,, � � I , - 1-3w - DOW MIN, THICK r- 1.350' - �`h � , - , ' 1_+1S / - - - - - - 4�4 1� . ------ iio /__�Z\ 2 , ItX� , . .. -1 `_ - - �_ , / HEAR, �, � ,�, , � � I I I . 11 � F_ - 1�� QXVANQU ��------,- I, - �, � , �, ASEN A 1, ZODEEL- 12PO " I I r I GRADE 60 MIN 1, , ' �\\ - ' -t / , I . , 11 - /, 2 657' ,� 85 G-60 DCV, _�- 1 41 AhLIhANIZED STUL E`D&F� ' ' ,K � - , 11 tkia. " ��'\ i / HE 1 I -1 ,�_ 21au 14 1'� _E-MM.,nO TYP I .1-T--, 2. 1 ASTM _55TI % ON- 24-,,,X I \�\ HEMMED Typ. iO* COD � " , ,/a , __ -1 -I:W. EDGE - - `\ ORMOr SO MINIMUM "I I �j I - li.. A 1, \ L A \ I /�!; I , - - . - 1- 7- I. _'_ ________ I ------- ----�J - � , -_ , _ I I - ___1 -+ -7 " D. - 11 � 1 _--IL2W______,_____ I'3k--J L-i'Sty __ - CD nQRM-fth" (4 ENQ STORM PANEL 2,181- -- - � �: -1 1. . i ,�', "_ _____ ______ _,____� - 2,187-- _. - I i�2_w (71 .167 I ,�,, -1 i RANEZ S PNO . I I 'CO. & & I/ _UP '. ��!:� - 1-.61- 30.10-20, %4 *_ 20. Pf W/ ,�PFKMM mar- ,--' "I- � I i - L-100' 115 __ _9!!` - � � ',��. . SERIES A SERIES " #1 0, - - as SEUG RNTSIVID SI& I Ybo,- - I , RM MV= . "I ", � ANDI r I - _1 ,,, I I 3 TO AMU 0 To 0 � Z ,,-' A-0 FNA,_ " � F I lf 4 Ilg � � it 11 L_ -iff- I 1 1 � �11 ac, UZ ,P O'c. 'N �O'1, 11 - - . - 75-ain- � I � i#4� - , ,!�� - I - , _' to. off- .093, - � oca. 'I -71 I *----I /�' .. , , , 1 093' 1003. 1 ' 2-1 2 '/ < , __ , , _'�' 5.37� 1 1.50:0 I -Soo, " �� . ?5, � � - L; - � �<` P 9N, SEE ��__J_ 1, 1 I � I XV - . .939" �0.25C i 2 '25- 3JI � . - I I ZS- I, A IMML I I � t 'vA `/ ��Zz_�___ � , Do- I "_- 1_37� ", HEMMED" ,- I _ , I I � I , %� �, I 1 _ .;,,W- L,375 11 � " I 1 125, I - _ I, R. a. L ,,, I 6�- I BI A - i�l _ i I P_11- - I I �. � $' MPP, _1 - ---I�wo' - - , - - -, R) / iniu AT _X.YK �� 2 .I `-2.000`� - ISOMEIRIC VIEW DtWL A /�,____ .-��,, ROUNDED CORNER 0 CNDS OF PANEL'S AEUM A, END UP W/ HEMMED EDGE. (�) "b" HE&E (�) *9LHEAW (��) ANGLE 61 ANGLE NTH M& (�o ANGLE WITH (ALT S) V_1y RDME STU I - - -1 VARIES ! I SEE DV, ; __Z_r_J 1/14 a 7/14 10,344* Iff" TOP IDDE .374' zpe .374� 1 T -1 . , 750' -- I__ -, __ IL310" -0, PANEL . .lea-- 4 , , - i 05�w 1 125' t T^NA-m 30, SEPRIS � I - I I . .186* - - I I - . " 4 I f �`,;___ I . I � I C). E S S SRSA RNM To . I - I I - - R� I I f .... PL�4 I ;Nol- 0 ,2 ,/2. Oc I F4071i... . 37 ' / 1-3 " -0 �', : - I z 1 5 _� 1 270 656 . - . - - ------- I & �6:5 I J I . -- T , r I I . --- - I 2 I. - , I r_ , , I 290' 1 C.� � '671 �_ a_ 67, R. I 'CE. I - __ � I l_ - , I R _ __ --i 1 34 . I. ig f . ; $1 r L _ _,i� I_ , B, , _�Vlfl`P HOLE FOR - . I : I . ,i ,�O. Il 01'' 7957� I I - --N.125' SEVIS LWATION AT �", Ow L, - -, __ _ --- I - I I'M PANEL GVERPUNP I , r __ I -, -1 ) . : T, I . OP, W, It _, ___ 2�000___' 1 - AW , rm*l� " ,�is-. -,, - -fm-) KEY HM WASUR - __�:� 1.000' "It) ,NGLE @� 3ZA" "E' TRACK M F - - o6a I- (�) "F" TRACK A -LAT RWED D.Om- (M..) � - OSN&- �,` I 1'-, MM MUD GALVANIZED STEEL '_ , 3',,'. I it ..... FIT 0114010"VI, , - I ': - _ I I � - .- il,v�j� N%TQ/;�%V. ; --k. 15, LONG ) , , �� -, , I LIN _11; . * vd - ---I Qe ' i'* r i I-- -if �, - J I, 1.00.� 4j�l ,EN,�. "' I`P'k / . N� e %.- t ,�,, z� X�`* ;4_419'0 �875*6 I I 1 �5� t--U--' -_ ; ". I C� -; ,'I No. 44167 IT , tt�j 3 - - -`� - LPF-. E � i� . ;*f . I - I = I * : - FLORIDA BUILDING CODE (High Vefocity Hur icons Zone - - ____ - .1 = *. I , I TYR OOTES. - . .____ftr___ _._0F_ I Ow- __= NICKEL LOGE OF PANEL 1� -a .. STATE 0 ..' , Z � "Lrm - EP . I Ao.% F V, . ,-�- -" Sit &I, I _______12 I n- - IF75- WING AlLit ' , , 4� 20 GAGE GALVANIZED STEn STORM PANEL L 2V ", It 0 "7,�* ,-, a�� 0 ,* 't ________ EX HOLE , ��,,, , ----2.OW'- - �� 19-PAM " �� ` X �� , t __ I _ 1 07/w". (�� -�, GLOBAL PROTECTION PRODUCTS. LLC. CAm 10, - � ,;'z ""'O"," ; __ - __ __ � ��:�_ / -1-10i _C0__110.," \ — _'i_�__z I - Ro"A X AM .*, $1 STRUT A - I MwA A A&EMPATNtLy. USE WHIC NUT */W r ;4�..;kZ,jW,> ,"o ��.o It ARM - -, 0006". .kI R"`_ n S""' - - - P.IQW- (IIII)SAIP-750, FAA. (05.)M-IFECI 20-176 ALUMINUM ANGLE 90YOUTITIC WASHER W1 ADDITIONAL 0 Z .- . _�ir aAAAARo N� - _4 Z'S - - - . 7/a`..3/Z2" WASHER (STAINLESS I STEEL 09 NRCLEL PLATED STEEL). PE SoAL,,nISMAR,RE,'DATE WALTER A, T . py- � - M.P. i . LU-1911II& �� 4-1.7 IF-09 - I - I - SHIM, 2 IT, ot i i I I --- INSTALLATION L)ELA-ILS FOEt REGULAR PAINELS01, & DID MAM MNLS FOR IMMMON IN KXAW QW9WE INTO EXISTING POURED CONCRETE OR C MOM RM QR WOOD L - OR AMAMI FEMALE .(�, CONCRETE .W,015 11� VALID FOR MOA& UFE WM AND E-Z srm Pmm,,:�M FULS OR OF W-OPAP _' - I EVS �. 011 � I- ISM SCHEDULE ON "�\ �:11 1. � � --,..J I I I�L LEE SCHEDULE ON SHEET a A 9) SHEETS 5 THROUGH .1 �� . * I � _', , I 1� "�--AAK,-� - P�N, - I -Iz (,;�� � " I- W -, . I - , ,,, . - ____T , /2 - ) # ; (F', �� - . I . 1-1 1 --I--- - - - I i , I L . � I / -, Y�l ==-= I I 4 fl�_I --r.e I I �, EVSTW P".E.0 I : E; -1 I , . , CONCRETE I I :-� - I I .0 �, 1 4 ' I - Fl* � ==%. I - � 13I RE'DUVROL I SS I � , C'I" � � 1-0 � I ." i - (3D /---\ , I I �', I I ' I 4A:I= L " �' E.U. ,��, I . t , __-'� I L --M-M I � ,�,'.,i _� I � �", _11k, t,4�.,�",� 1 't��(v _/ I i Q E � - ! — �� � I I ; .K. , - - - __ - `,� I � , I . A, I � in, ,� �,:� - I � ManK REARED I - I '� � ,_ _-�, -I- - L 6 CONCRETE OR I : - - . � .X, 1_11!� I- 4 "I, L 1-=) ') , "I, I � I I 0 CONCRIETEE BLOCK ( "-- , , � I A REOUIVEO. � �� , 2' - i i I, I I _ _j ) - - _Z_ _= - i I I I I Q"r . - CA` , - - I Q)-* - - , � i I .�4m) i .9 ___ '1_ _ --- ---- 1 !_1 I =; _=.gr" ". I t I . .1 . I � I I . I C � ; $ �L_4____l I. - � I (� __en 1 , " A, �, I I , , -I- I AT � -.-&- 11 SCALE ,A/IFS OF � 10 _7 1/2 1 - , W` W` �, I ,Q A I , , f Mr F ,/2- ". - - I'. , - U A , =_ , I i -1 = .1 T'Am -I - ---=" ` " , 1; I . � , I- - ,- I f I vc�, I -1 i - "c"U'LU ;-% - - ,&�, - Are , I I I � " �--. ,-10-1- A, - 4, " , � AAASTP El : 2- � - A.., - 11 I . '. I _,A"A,ftAUE ; � - - am - t- - - - ; _J. . SHUT 0 - -1 I _11 � (F. - I .&A. SUNIANPA I - (_ , ,, ; I _" L_ I , I i TO 0,.An I 6NN,PI UFA MMNAA I I � i W, 4-: r. - "' 0� I J 1_._CI - I ,,,,* .,oll I A. � i - AN I I X.1*10�_ - - .,--, I I I t 4. ./7 11 `77 I I E; -. . _Z = - 11 7 77' 117 . - -_ � � . i DA", , -.-- "I' a V - AA 1:1 7�1111..# i , /-- - 11 I 11-0, , . I I �_ 4 1, . I I I, � � : I ;1 T�: .- im ., ! � I- I", I �._ I A I NPIA I ': _` I - =.=__= E.D, ,� I I 11 - DA"04 POURED � ", ii�� _ -1 : CONCRETE IRE ,��t - 1 rlis�&ll i � I I'll 11 OVACTRIE " EAI ,_,� I ED I I I I RECUIRra, BLOCK � I SONO, P" I -1 SCALE 3/16-1- QA"W � I �', : "', 1 I— . I rr I " CC NOPArre OR I I 1, �_� I CONCTILTE WOO ,� ,�,,` .-- RMURM , 11 /7� - - - " 1U` I I a Wiro, I - -= �,-% . i ;��. _ I , , I ,Vff , . i . - - - I 4�- - . .AI 0 a = I =AF i , 2 , 3/4 . 1, , "I'; . ' ---- - =e=- w--= AT � . == A. "It =0% J r- :�_, , � A.E. ,-.= . . _� - &� - ,�, � � � =*.01.= . � � � -11 I= COMCRIETE �MORPS - "I � �_�- , � _.- -�-,17i`,� , I AA - � PLUS OR OF .AP -OW (SEt1=1 =%le' �, _.. (�) __ - I ,I I ISEE sankILES ON ) SHUT% a MAt 9) ,-, SMUTS a & 9) WA F� i 1, Bull - f I 1wre � *Mffh&. MIRS, L§IP A__ I """ - '_1 SCALE 3/a.1, SCALE 3 .0. - 00TRA, TWP" -cl i / �,, /---I).* V P., .1 * A QKNN0 INT" ,__L/ - = i,7=ap = . _ =% D351ING * NEW I' W DE , YARIM ,I 1/8' E,O. - EDGE DISTANCE . (D -0 - NN" - AM, `iNUP I . THICK ALVIA TUBE ON I* . EE I I __ - OWING STUCCO/ PT WOOD PLACTE SPACFR 'I $HEM a & 9)r I -_ SCALE 3/16-1- . .WD DOING I , , .. � , X 11 , 'Cl i * I 1. It, - NEW I' WIDE K YARISS I 1/8' ;1 I i i I , I � i� - AWIF TUBE OR I* I VANES I �� I I " PT WOW PLATE SPACER -, I TOP III BOTTOM MOUiNGS CAN BE ,i I 9-14ND MAO< ,_ : I_ = I 6 I , I ,,, . I COMBINED IN ANY 'WAY TO SEAl ANY D&V-1-JELAN) - _ CONCRETE ANC19*-- - r, I - r (SEE S(C"MU 0. I INSTALLATION. SCALE 3/16-i - i Xr . E IK C."t . r- I SHEET, a M" 9) ,�., I 7F,A1_ - I i I ,, 1 ] � I I - - ,��) 6 I-?.-, , , 11�:_441'1, ��, N. 1�,;=__, 1. - , � " . FLORIDA BUILDING CODE Valoctly HIA ;'11 % Zone)l .400, 10�_ . IF - , �Hlqh cone � MICROS AMON"l- - �. �;��Vlli ��,� If ' ' - - IS. WHERAT, I P, Ri�, CONCRETE OLOCIA 1��, r".6,7VQ="�" . ' I __ IAN - IT . F� , Z , S' 02020 "PUTC5k MC, rri� 3 AFE. REOLTIRED. ,�� RtAce- HAVA", Z '� No 441677 " Z 20 GAGE GALVANIZED STEEL STORM PANEL : - . I. . In, ... ._ _� 'r--__,, - - - . E - * - - i — -111R SECTION X_X AP * - I c _ Il'__P��, / .,/./= SCALE 3/8-1- = , �_ - - ___ - f - -I -------- ', GLOBAL PROTECTION PRODUCTS, LLC. ,,. - s Ok=k04:=,�,;----------, Tt Ok IL ECO,mc. F � , \ - RETAIL EQR SMERS REOUIRE12 Al TOP OR .. , O� wv,� `AQQ &. 61 SIT'Ert . . , - , BOTTOM MACKS ADJA= TO STUCCQaDO12 RANO ... 1410i, AIYcl� =,nSIn" A, 0_N"RN*O Cow- `MWE, P_ 3331- 20-176 i - - - " 11" FAXINE, (�)IA��. TAAL . O"AF)AI"I-I'm , . _ . ,.- , � I? . ..... fK,G ,,F ' ., - P��. .I-,- � X1=_1_ - - I - I - A., I "1,,,7 ,'I- 1,,'j,%,f, CA . I. ,IT /vOri"CIPME'UTE WALISIR A ' A I -_ 1 ' _��_ ,I ........ � I ... ,,A� FFUT ". �E '4 --- M 4- i "167 --i - . AAWA*A" — ____ I I PRODM' EVAIJ:AT10NRE'P0RT NO, 1 2 Large missile impact load tests were performed under SSTD 12-99 standard as per section 1600.1.2 ofthe Florida Building Code. Uniform static loads asper Section 1709.8.3, per ALSTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William R. Me,hner, P,E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No, 0219.01-09, dated February 25: 2009, signed and seated by Edrrundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 16091.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2OiIO, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-1 98 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as; per ASTNI E-8 and Tensile Test as per QC, Metallurgical Report No, I OKMA 3i 8, dated December 1, 201 0 signed and sealed by Jerry JaClofano, P.E. as per ASTM E-8. 23-STIP—tUCTURALBROWEERiNG CAL : � ��TlQbRS. On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 1211 B110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr,, P.E, 3. MISSILE IMPACT tESISTAll - : Large missile impact under section 1609,12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm ,shutter assembly, as per SSTD 12-99 Standard, _11--a (1) (1) C_ C/) —M a) _1� - I _0 > C- 0 i L_ L_ C _0 (L) CD_ 0 T - � 20-1h'"7111 3 rVI:)i 0 L_ cl-4 (L) 0- C= = co -0 0- . 5. INSTALLAIION- C*Q - — _*� (D (1) Instaltation shall be performed strictly in accordance with details indicated on 111 0 -4.- U) -L- sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), C= drawing No. 20-175. Minimum separation to glass shall be as indicated on .= - _0 L) -0 -0 :t-_ sheets 3, 6, 13, 14, 1 5, I 6 and I 8 of I 8, of Product Evaluation Document -J I CID , 0 0 .= (P.E.D.), drawing No. 20-175. => � > L_ (1) 1) 2 _= a. C: -2 3: cL 9cm " CL 0 LL. — -0-MATERIAL C14ARACTERISTICS AND SPECIFICATMS. = CC C.J C-2 = :-� "_ M - . Shall be strictly in accordance with General Notes and Components indicated on *V; f2cp C= ch C= sh set I an d 2 of 1 8, of Prod vot Eval uatio n Docu ment (P, E. D,), drawIn g No, CAP ",= Cn L_ 20-175. -A:X , (3) L_ :3: . .SE US M 0 ,.R , CL Anchor specifications shall be as Indicated on sheet I of 1 8, of Product 2 M I.- :2. . - Evaluation Document (P.E.D.), drawing No. 20-175. CU = , -0 . I= W < CC W W = CL A - M ILI .= a W W 1J.1MITAT-10-N != C = :. .2 :11 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated 'a -M on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 C_ 0 prepared by TIlteco, Inc. and signed and sealed by Walter A. 71111t, Jr., P.E. " f 0- t 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building COdeL 7.3. Product shall only be installed into poured concrete, Concrete block, and wood frame structures. 4 Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E. (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-000671 9). WATILL D:ITILTECOADMON RECORDS � P. E. REPORT.2C IS 'AILV4NIZED STEEL STORM PANEL kDRWG#2D-175I, 1/4, 2/4, 3/4, 4/4. 515, 7/5. *JW/10, 2W/10, 3W/10, 4W/10. r* 6/5 5W/10. SW/11 & 7W/11 I - r MAX _ - - - ___ - -, - ANCHORS, FOR CONCRETE SEE SCHEDULE ON SAUEFS a & 9____._ - I ___ 3, AIM - � I 1* MIN FOR WOOD SEE _V� ON SHEETS 10 & I I i 11 MIN, .__ a 0 I 0 1 6 I �� .________ _- D.M..(2)�(�)i 04+& ...... r ------ 1_�____l --- 7-1. -1--1,-----,T I ... I - --I- I � _�____T_ _T_ I i I �- I �---! - - - -, . , , � 1 , � � � I �4 f ! , - . � -,-[ - ----- 1 ---- I- ,--�_ - -I 1 � i ; I t I � i 1 1 � — , 1 i 1 , , I (�, (�),-@ . @) � I . I � i ; 1 1 1 1 1 , , I I 1'. I � I I ; 1 I � � � � I I 1 i i I I , � , � I I � � � ;Ki � � � I ! I i . i I 1 1 I I i i ! � i I I ; ! I i . I I 1 1 [ , , : i, I I I I I i 1 i � I I 1 . . I L � � � [ 1 I I I � ! � "I r t i I i I ! I 1 � I i I i I I I 1 i .- -1 ____ . I - I I I 11 _,JL - - - - � I I'--- I,,,,,- , - _;-L I ED 1 � I _ __ - I __ I , � i I - � - I I )." .. L - I I � I— . - -_ -_ 71 I � . 1 I � "' 'r-------,- - - I _J_,_� ____F , I1 -' ' ' '[7 ,'T- -T-- -1 - � __I__-_T � ; 1 1 1 I I � :� ' t I'll i ; � l . I . i i � 11 i 3 . —4 1 I i I I I C i , �1 � : I � __ I- d ! t.— 1 1 � x I ! t i � i i ; ; � _ I I I � . I'! 4+ �, A 1 1 : I � : L. - - ; 1 I 1 , � ; I I __ t i I 3 i I ,4;o, 1 1 I I - I - � , I i 1 i r � I I - I I . I + P 1 W �4 ; - i �- i � , I � � 3 , i I . ; ! i : F I � I ; I : � 1 ; �,S�j I i I I � � 1 1 it ! 1 : , $ I 1 1 , i - - __ - - - - - - - - - - - 5 I y , � -20�1 - . HINNOLTED PANE i . : I 1 1 I � I ! � � BOLTED PANELS W/ 1/40 I I . � � � ! I i I ]I 1 &5 M-S. SOLT W/ 7/8- . 3/,32- 1 ;1 I I ! '(SEE SECTIONS 1 t 1 1 I i I � � , . WINGNUPS 0 LA. CNIERRAP � , I I � I I 1 I � APPERLAERTF) I i 1 i i I I 1 � (SEE SECTIONS AS APPLICARLET , I . . i I I t � � I i � � 11 I 1 , I P 1 I , - � 1 t I . I . I 1 i t 1 � I L__ -A,--- I , I 'I . y � � , � � � � 1 1 ! I - - ,, _ 11 � I I - - - - - - � , _ I_- -_ I --- !_ . - - - I - _ t -I I - __ . - " -I-- " T : - - _. T .11 � I- - --f - -r, , -_ I -_ . - I . � - I � I . 1 . . � I I I I r I i � ! ; . to I, , , I . I I . i , I , ! ! 1 1 ; I i I i ; I � ! I , i i � I I � I � � I ! , I I I , ; i t I I 1 i I f I � I I ! I i I � i I z i , � � � i i � I I I t � ! 1 1 � it 1 � � � I I 1 i � i I 11, I I � � I I 1 i I � i I I I l I I I I I i I � I I I � P I I I � [ I � I I I � I I � J I I , � [ I 1 i � I t I , i � I � � ; � I q 1 , i I I � ; � D.M,,@�@, I 1- � _17--i I , __!__� , , " 1 __1 - i - i _ P I -I __ J�_ _� , -;--4 ! : - , 1 I& I I I . (�)- @ �41 0 -1 t,�k, i -i- A - , E, i . - . I - I , 1 I I , , i . it i � . I I I 0 1 14� � 0, & I �11*j � (a)+ @ . 4), @, (i)." r MAX 3' AVIS - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 1, IN - I * MIN 1 -6/5M �SW/10, JW/10, ZW/10, 3W/10, 4W/10, L* � 6W/11 & 7W/1 I I ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS S A 9 - . I—- 1 I 11 roR WOOD SEE SECAERTS ON skan io AE I, -- ' '- � I - - 1-1 , A 9& ELEVATION REGULAR STORM PANELS J,� NTS_ 2 67' 1/4' M CAP O.AN. UAR-AP - -WHISTE VAiILEV) i -�,_J 1-1 - - -1 �,� zws�� ,.IF ,,_�_, S, I A, -, , , " I ," , , i VAI� � " �� MAX- GAP ,� - ... ��!,% I [ r, -, .i.,��: FiN .!4 �R -1 J , " - - � '-,- FLORIDA BUILDING CODE (High Velocity Hurricane Zone) �_l ..�� � Z : . S � TIO'COP -1 20 GAGE GALVANIZED STEEL STORM PANEL FP = I __ , - � .*_ EP/2q,TM SECTION A-A�__ * " * " ��__ P_ _5�z - / ", GLOBAL PROTECTION PRODUCTS, LLC EITIS. 7a� .0 . � Alt 'U7, ---,--- -1 CAM 1� / IL ECOitac. - " �,-_$NP- I . - \ .AMT &W. 6' STRETF , -P , _/1 �W, R. 333'. , �:I, 0 - - TESTING Ar -IN- CIAMPAW ORk . RNI.—RIPON—AM. � (9"Na�,IIAII. rAA, (I,mItAW-6HP7 20-176 ........ � N-?�,�-� � IF - - INA-LAM-ExiI n.1 - , - A 'NAI.t,Ii�A4f"/,SCNA,'/" c,_t10CI`?'S , - R"�` 1110 ,iAL_ � V - , 1.9 J`_ , t , Lm, i A I - I - I - L , I � Avi,rri a IT, " I I I - INSIALLATIQN ETAILS FOR REQULAS PANELSUJ� & dA INIQ EXI9INQ POURED QQNCRETE OR CONCRETE BLOCK STR!JCTUREa ANCHCPRS- FOR CONCAVE UP SCHEDULE ON SHEET 8 1_� CURCO CONCRETE f-PURM CONCRETE - ---_--------- '_ _PPRLD CoNcREnt FOR WOOD SIEE SECTIONS ON SHEET 12 � I & , P'Lock _DNCETETE I 61, CONCRETE BLOCK � 6 ODRICREIT BLOCK 3' M... 267' 3' M-1 PEOUIRED - CONCRETE AN04M � I SCNEDULE ON - (StEE SHUT 9) AIEOUPIEM -_ - F.'".== � S-M 9) I REOUFWD -an I* FAIL. (MIN. VVERAP -I IhHcUE %IALLEY) &�&IF 14WZW2 I I "PSIASPIETE: RAO - .- __ - tl� .- No WA2 1 (SEE SCHWULE GAT � I � SHEET 9) I - DAL ! rvr� � I � ,� , I :, - 11 � ____ I i I - ' , , , � - � , O� 1 -1 I I ., _ I I , ---,-,, �- - -- - ) z, ) J_c? - - I r _C I � I � - " I I -_ � `111� I - i 1 ., 41, �Nil or ; 111, I ' I * U; 0: . � e ; I I . \ -______ � , . . L ,� , i � � , I r I I , . � � - - I t ! ' T l I ' I : , , ! -1 � � � , I I I , I I ! , I , L � ---IC J 7-1- � � I e � � , � � P � � � I I . [ 1 � � : [ , I i � I � - -11 � i � r ,'. .- � i 1 I � � I -�� - I ,x 1 ; LO. I", i � y 1 z�� : . � � , ; I � � i 50% � ; , i I : I I I � , OF %' . t.lD ,�-, ! � , �i I i � , i j r i I � MAX � - . E, . _. ; 1 7 I ; � 7 I. _ � - J - I : - q� -- - � , , _� - - I , E . , - - __ :_I ,:- --- - - � � - - - 4 __ -, 1 . I i . --a - - � � � " _ - - -.1 - - - , ,--- ,� I - 7-- - � _ __ - - - 1 -i 4 �4 6 I I L , I I �� - I L � _'.,��',,_,,P�,, I ! ' 1, � '' . , . � I , � . � I - �'j��_ "I ,v_,,,_,,-,,�, , I I . 11.,,.`�.`..; I ;-, Pr � � I I I � . I I � I i 1 1 , I I � � P I � I ' : I ' ' ' � ' 1 i * N�R"1*3l� 1 r "I -1 : � -i � : i � EA 96 y - %�," - ! 10 FILAR, H_ I a� RA� I � XAPP, 'I �_"*AMPE I � , 7 121 - ." . .... 11 � # I - � I I � � � �01 , , j � -1 � 1 I I At P i �1 4&F. � : R I I � I I I � I 1 �1 I CRE, 0"i—M I I S"03 N � � I E � I- I � - _1 � -01 � . 0 n, I � . I I P t�ii I ,1 � �. I- i , , I : I I I � I � , . �6 r I ; -1 11 I I - � 11 , _I � . i '', !:: � ,I 11 P,'I I �, I P k�A`_�,* 11, -6 I_"W/ -1 1-111 : 7 � I f �w , - , I I i;.,n=,., ` --"--,, i ;X.tr� * I � . IS q 11 7 � I � . Sox - I , e .. .,- _. - I.. �, I Or *L' ,,S ;,.� � I � ,-'. , . I � I .:�, ___ , 1 � � � I I . � / I I ; �s I i ; I I I 'd i , 4. I 01"LAP ! . 9. R I , � : � � , � �avo,LAP -1 , [ � It ,� I I , I � I � � I I I � 1 4 � I I I I T_ I F __ __ - , , I - �� , - T - - � I— - I , __ ! - __ " 11.11, I.. ----- - 1) � � ev T , � I - -: - -,- �,,'- _�� I 1� I , I I � I � , e ! , � � , , . -111,111 . � I i I I � - I , i : �� F I - I T t � ; I i - , . . I � _—I . I I I I I i I I �� I __ ��, i - I I - - I I I I I 1 � - �=`c : sox � . I F IL Or 1L. Al, � i 0 E L . I M" t7� �� .J) 1W ii 'I .1 i I - ( r; - � : : - <1t 7 I y I � i I � . � �,�: � I � ", � � I e I �, i� I IM I I � aMo" i E-P �,�, � : E: P 1��. I � * I. � 4_____________=LJ,& I : I _-'I-.- E - - Lk'4� __ , - MPA_ =Ia� 3 _.D.M.4.0 ; = - M.K, I I . OF 1' " m,, , , 7 77T77 - him ANCHORS FOP CONCRETE SEE SCHEDULE ON SHEET 9 , � - - ____ � 11 1- � 1 � FOR WOOD SEE SECTIONS ON SHEET 11 1 1 I .", I . � � , � CT �` I ; . I , LL ., REGULAR 5MRM PANE � & a ELU91ON A, 1�1 EVERY �� 5 , ,�f 0 12 ` :�j fi, � " OIC 1-i -1-1 jP- I , , I 1 .-: I �_ I i - , I � __ " � � . 2. 7 , 11� , SCALE 3/3 i __;�Ir` I , � I/.- MAX. CAP _C_E--�� . I I I 11 I—— � � I __ - SOO* _q ; � __ 0 2_67, , I � . 1. ___ - 1/4* �., : r , 17 A N_ � L I I * .. -1 � "I li�4,0-20o/*� S�& ,� W/ 7/8-0/�`- WING SOLT hU7 �_, ITI _L_____J __t._ I (WE OA34M .1 WHOU VALLEY) � I - - - 4 - I i�,_ __ �__ ; ." I , � �` \I.--N 1W-T . I I _ _�� ANOFIORS STAGGERE 0 l2 1/2. SEC, COMORIETIE ANCHORS � sCHEOLAx ON I CONCRETE ANIT,4" _��7�/__\ _/ I � I ,/__11__1= � M,%`,`U` ON I /.- �. OAP ,,3 : , / D (SEE SCHEDULE ON �SUP tlPw 9) . S'IFLI 9) - -, cow CAP � OR -1 _� =Flrl� VOW 8W . SECTION A=A (Irg.) 1�1 REQUIRED SCALE 3/,32'.1' Motm CAN - RULARED PEDUIRM __ �� - I 510QN a - 20MM SUN" 1-1-11.1 I., SCALE 3/8." SCALE 3/8-1- SCALE "Wiln);AW, vA'A"'A T/4"',1%. IG / ............. n � A .,. - 14O, -, � . ENIZ ,. , - FLORIDA BUILDING CODE (HIgh Velocity MOE cone Z.rNA)J ----------- __ ____ , I I - - IT � _4 .,:. No 44167 *--. - P=4 Vixem WC 20 GAGE GALVANIZED STEEL STORM PANEL - - I , 1P DRAMA, RI EX, - MOE DISTANCE ( SEE SCHEDULE ON SHEET 9) 1 � TOP & BOTTOM MOUNTINGS CAN fir COMBINED IN ANY WAY TO SURF ANY 3 , 1, - = * -, * � �_Qr__,5�___ - � / - - . \ GLOBAL PROTECTION PRODUCTS, U.C. Z Hni. S 01- _1*__*_ - - l;'3�-, �.. Z,- - / 11LIEZOm.- \ 46M S,AP. 51 IROM ,,,� a/m/m. IMR,. INSTALLAT.ION, __ RLM` TICEINQ . ENTIMPELAINC, - DAME. 51. 3M14 20-176 1"... R" ,.",.,: ,0,,P,--- " �.. 4!0WL.,t,_ - - " .11. 'NiONL OA,4)M_73"% F0, 0*`UPN6M`T - I , - I. I UIAI_- I - � -- - - - 1. - 1 �,101;# - - 4114- , INV, CA�7 11040kow vAe"�TUM/�n WIFER A, T"l-4", ��::I- �- �� . 1;�E- � � � ��-_�I�Iir .�E_ ;W _.� 2�_ A, 11 . . _�.::I::::��Ii I -, - I 11 ____to� -1 . - I W MJ U) L. W =3 U) CD C M 0 " " = LIJ :E < M �_7 < _J a- -+--a (D (D _I_- U) M > 0 L_ 0- 0- < -6-0 0 =3 0 0 L_ 0- W a) M M SHEET NO. SH 1 .0.