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a /T1-L I Ecol N C\- - TILLIT TESTING & ENGINEERING COMPANY __ - WATTIRR A- TTLLM JR, PH I ti1IrGG@achC0M I'L P.2. L ' ,.. 44167 EL CA,U'N�,.W06'I9 PRODUCT EMLUATION REPORT REPORT NO.: 20-0728.Dl DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Q1QbALEEQWQftQn_P_r0_M9tr1_" 4800 S,W, 51 Street Davie, Florida33314 1. PURPOSE OF EVALUAT-1 N. 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 I 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 equivalaritto 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 2, E AMCE SUBMITTEM 2,11. PRPPMPJ EVALUATtoN DOCJVMEN1T_(p.iIE.Q.)m Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 20 prepared by Tilteco, Inc,; signed and scaled by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part AINS Evaluation Report. ,,�,%li'I,11 t4l,,11,%, ,��.R A. rQ, -, ,� � . ........ � � 41� V, __ - OW . - ., \ C E N " - V, �-, ` I- I V 15�_ ,..:,p 11:I 1._---:7�_�z__12_ -, __ __ — - - ��- No. 44167 "� I _� r 2 ""_Iel.2��*' � " � . I .* :*z , ��*. I-- � ., S _______�_ -S:R,. .",� - - ,-01.., A. , " 5,:, -.� 40plu� ,'-' - . T 11, . .. , I rl� . 1. .. " 46 6355 N,W. 36th Street Suite 305, Miuni, Florida 33106- Phone, (305)871-15301Q, " t' 6 A � ,"RO ", I I PlIDDUCT FWALLAUUTS REPQA`L"__W4 122LU 2 2.2. TES —REPORTS: Large missile impact and fatigue load tests were performed under Protocol$ TAS 201, 203 as per section 1626 of We Florida Building Code. Uniform Static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc.. Reports # 96-569 dated 08/09/1 996, #96-570 dated 09/1 8/1996, #96-T30 dated 0912OM996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and At 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219�01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009I signed and sealed by Frank Grate, P.E. 2.3. S-TRUPTURAL ENGINEERING CALC XATLQW, On 20 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 161 6 of the Florida Building Code. Calculations prepared by Tilleco, Inc., dated 11103/08 and 03112/15, signed and sealed byWalter A. Tillit, Jr., RE, 3. MISSILUMPACT RESISTANCE Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. VWND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8,10,14,15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P-E.D.), drawing No. 20-176, Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,115,17� 18I 19, 20 25 and 26 of 20, Of Product Evaluation Document (P.E,D.), drawing No. 20-176, 1INSTALLATIQN: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as Indicated on sheets 8, 14,16, 25 and 26 of 26. of Product Evaluation Document (P.E D.), drawing No. 20-176. %M101140444" ", """?, N T1441"'Il .ISNI�� ..�_ �� okl �� 1,� � I �. " I/ -,� .. . \\r,ENs - ,%!P �,� — . , �6 . 1, ,__-`;:�- Q - 1, . " 1� - 77:z I * - �_ ___=:�z �-44167 - 1:� , = X __ =__�______* ,*- .11 - � , Z , : E — / / 'S OF .. �p I ,� -q:, S7ATE . It% ,-y - A �, .� 111� 0� I �, Z 0 R I ID .1 . , 1,41�1 0 - (§ 11 '1z r,� ....... � - - ,k� ,0 """, S/GNAO� ,,*# ""HHoltowto I I .QENERAL 03) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE P-ANEIS. STUCCO OR WQJV BOARDS BE FOUND ON NIL &&M_M&_ZL_Wa,SA*HnR_Mn_aaLB&NaSD EXISTING WALL, ANCHORS SIHOLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT IPED) MAS BEEN VEIIHOTED FOR COWLANIF IN ANCHORAGE SHALL BE AS MENTA)MCD IN ELI) AND IN 6�2). ACCORDANCE WMM THE 7020 (TIN EDITION) OF THE PDRIDA BUILDING CODE (0 TO_L0wr_W%W twtLm_�CM_A&M_'__��-t, DESIGN WIND LOADS SMALL RE DETERMINED AS PER SECTION i62OOF THE ABQW MENTIONED CODE, - 1/4'9 WCON ANCHORS. AS MANUFACTURED BY I I W BUILDa. INC FOR A MIND SPEED AS RCOUACO BY THE ,JURISDICTION WMERE THESE SHUTTERS WILL Be METALLED AND - #14-10 PANELMATE FEMALE 10 AND PANELMAIT PLUS ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FoR A DtRECIR)NALRY PA01DR Kd-0.5b. USING ASCIE 7-16 AP40 %W,. NOT EXCEED IHE MAXIMUM (A S,D-) � 1/4"* LAG SCREWS PER N,C,S. DESIGN PRESSURE RATINGS INDICATED ON SMUTS 7 THRU 12, 44, 1.5, 14, 79 & 20, - 7/14'0 � 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL Now SI-REW, BOLT & SPEcIALvT CE, IN C)RO"P, TO VEMP� THE ABWi CONDITION. ULTIMATE DESIGN WOOD LOADS DETERMINED PER ASCE 7- Is C 1) MINIMUM THREADED PD&T9VU1QN 04TO WOOD OF TAPCON ANCHORS SHALL BE I Ilr ANC 2- MR RCO PANEWACE PLUS SMALL BE FIRST PEMICED TO A.So DESIGN WIND LOADS Eff MULTIPLYING THEM BY 0 6 IN OMER 10 AND PAORMAIS FEMALE a COMPARE THESE W/ MAX O,ASD) DESIGN PRESSURE RATINGS NO'CATIC ON SMUTS 7 THRU I;, i4, iS� ,P, ig III 70 IN ORDER -10 VERIFY 1HA1 ANCHORS ON THIS P ED AS TESTED WME NOT LIVER ERV_SSU. A 131 INCREASE IN ALLOWABLE 1.2) 1AMMUN! THREADED METFW-�ft OF LAC SCREW. 11471� ISE WOOD FRAME UNr SHALL HE ' 1/2- NO THREADED PENETRATION INTO STUWO SMALL- BE C0NSrEJ`PED AS PAW 09 THE JOEQUIRU, THREADU FCMETRAT�OIN STROM rOR WORD LOADS WAS NZ USED IN THEM ANALYSIS, TASTLNERS SPACING 10 WOOD RAS SUN D,,RWNEO IN ArCORDOONCf WITH NLELS, XM8. C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SH41 BE AS INIXATED ON THtS DPAWINC STORM PANCIL'S ADEWACT FOR IMPACT AND WIND RESMAKE HAS RUN VERIFIED ON ACCORDANCE Wnk 9FCTXIN 1626 0, F T14E ABOVE METITIONED CODE AS PER HURRICANE ENGINEERING, & TESTING INC' REPORTS E6_5691 96-510 a 96-730 NHD C 4) MINIMUM PENCTRATON OF WOOD BUSHING SHALL BE S/H' 1/4' 0-20 SCAEVIS USED SHALL BE O t/2- LQNr MWNUV FENESTRATION TESTING LAS INC, PIEPWI`, #2032 It #?Q6 , AS PROTOCOLS TAS-20i, TAS-20�. AND TAS-203 SHOULD '7VCW EXIST AN* I' MOMMUM FOR WALLS WTnf 140 STUCOD AS WELL AS AMERICAN TEST UIB Or SOUTH FLORIDA REPORT, #0219.07-02, AS PER !AS 201, TAS 202 AND JAS '03 STARDARDS C5) ON CAS 'E 11-7 PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD HOARIOS RE MUND ON THE EXE�T,Wc, 2, ALL ALUMINUM F)ITFUSIONS -0 BE 15063-T15 AO-1-0Y AND TEMPER, (UNLESS OYMERWTS�, NOTED) SEE SHUT 2 WALL, ,ANCHORS SHALL RE LONG ENOUGH To qW-A -HE MAIN STRVC1UAV BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C 1) C,21 A CA) 1 ALL ALUMINUM SMETT METAL USED AT CLOSURES SHAILt HAVE �110!i-HIII ALLOY (D) ANCHORS SMAILI BE 44STALLED FOULOYNNG ALL OF THE RFT:,T,~NoALnNs AND, sFmIrcAnoNs 0,- THE ANCHDRs IIAANLTACTIT,�R 4 ALL STEEL SHEET METAL PANELS SHALL HAVE 57RUCTURAL CUALITY STEEL ASTIA A-B5J GRADE 50 WONIMUM. O-60 GALVANIZED 5TEF DESIG-IT)ON W/FY- SEE ., (AFTER ROU,AT�, 8 PANELS MAY AM BE INSTALLED HORIZONTALLY FOULOWN6 WSTAUATION DETAIL SHOWN ON SECTION 3 T�FOLG. TO (SHEE-1, I PACIGH 6) CIACEPI 'HAI HEADERS Q& (3) SMALL Not RE USED 5 ALL SCREWS TO HE STAINLESS STEEL N04 OR 31s "S SERIES OR COAROSJoh FE�ELSIRH COATED ,ZAWN SIUL, AS PER 9 T SMALL EKE ?HE RESPONVERUTY OF THE GONTRACTOR 10 VEMPI THE SOLINDNM OF THE STRUCTURE WHERE SHUTTER IS It) RE PIN 50018 W/ ED Jmm TIELD '�TRENGTP AND 90 h., TENSILE STRENGTH & $HALL COMPLY W/ FLORIDA BUILDING CODE SECM0. 2411 34 ATTACHED TO INSURE PROPER A1,1THOR.4GE THM 3H',OTrCR SHALL MY at ATTACHED ITT CONCLICTE, 3LO,C,, OR WOOD FROM, 4VILDINGS. iL BOLTS TO BE ASSTW A-307 CALVANIZED StUL, OR AiSi 304 ,SERIES 5TA,NLJ�jS STEEL wrYMt .16 "I I.ANWOU YIELD STRENGTH 10 EACH REGULAR STORM PANEL WTHI LENGTHS OVER 9*-18 THROUGH 12'-4', AS PER SECTIONS F, 8- 9 & 10 ANC ALTERNolVES. OW, 1 7 �, IERS TO WALL SHALL BE AS FCUOWS �_ . I OW ON SHEETS S. 6 6 12 RESPECTIVELY. SMALL HAVE A ,LEGIBLE AND READILY 'AS)BLE MARKING INSTRUCTING OWNER OR ,EXANT TO SECURE PANELS WITTI APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNOW, W 19_EFJ5T:1NG�f1OJ9yP_0_KRM, I, IRE �NSWLATJQM CDNIRACTQR IS It, SFAL/CAULX AAL SHUTTER COMPONENT EDGE$ WHCH REMAIN IN CONINUOVS CONTM-7 WITH - 1/4'0 TAPGON ANCHORS AS MANUFACTORCO Elt' i,tIv 9JLDEA, 14� (Wo r1192 RsI) THE BUILDING TO PREVENT WINDIRAIN INTRUSION I : :/4' -t - ', / ' ��ALX - I ANCHORS. -5 MANUFACIURFr Of OCWALT INC (MIN. t'F-3000 P .) �.*- 1/4� scoo-SCT AIICHCPS� AS DISTRIBUTED BY ALL POINT SCREW. SOL' * SPECIALTY CO. 12 STORM PANE" INSTALLATION SMALL COMPLY WTPI SPEC!, KODWATE[i jN THIS DRAV,M PLUS ANY IEVIUANG AND ZONINI REGUtATMNS (M�It I�I_30W POI I) ORCVIDED Bf THE JURISDICTION WHERE PERMIT tS APPOED TE� - #11-10 PANEIALATE FEMALE 0 A PANE11MATE PLUS ANCHORS� AS MANVVACTUPED BY FLCO CONSTRUCTION PRODUCTS 13 (0) THIS PRODUCT EVALLA110N, DOCUMENT (P E O.) PRFPARE) BY THIS ENGINEER IS 094ERIC AND DOES NOT PRoI,iCE wroPmAlIom IVIN !'3350 F.') FOR A SITE SPECOIC PROJECT, ;.� WERE It< SITE COND,nC)IIS - - 114"0 OF TAA-W ANCHORS, AS MAINUFALIORED BY _RV-I`AST CORPORATION W.-MOO P,I,") I . DEvKIF FRDM THE , C U 10) CONTRACTOR TO ISE RESPONSIBLE FOR IHE SELECTION, PURCHASE AND IWALtAtION INCIVOINC �IFE SAFETY OF NIS PRODUCT A, 1) MINIMUM EMBEDMENT or TAPCCN ANOMOPS ONTO POI)RED CONCRETE SHALL HOT I VC� 2* FOR PRYFXATE FF,MAOE 4WD ON THIS P,54 PPOVIOED HE/SHE DOES NOT DEVIATE FROIJ THE CENDRIONS DETAILED ON TmG. OMUMEW 4 AND PAUFMALCE PIUS AND T I/4- MR CF TAFI-CRiP ANCHORS CONSTRUCTION SAFETY AT SIM IS THE COTTTWTDR'S FLSPONSIBIIIN A`7) CAR -IN & SOLID -SET MC14ORS SHALJL HE EMBEDDED 7/8' INTO THE POURED CONCRETE NO EUD&OMEAft INTO Oct THIS PROD47 EVALUATION DOCAPAEN't WILL RE WONSIDERED INVALID IF MODIFIED STUCCO SHALL BE PERUFrTED. 1/4' 20 SCREWS USED SMALL BE I 1/2' LONG M;NIMU4 SHOULD STUCCO EXIST, NO I" MINIMUM FOR WALLS WOM NQ STUCCO. MD MAY HE HEADED SCREWS OR � THREADED SCREWS W/o HEAD. Ott) SITE SPIECTIE PROJECTS SHALL RE PREPARED BY A FLORIDA REGIS7FRED ENGOKf3t OR ARCHITECT %HIC,t WILL BECOME THE BUT WITH YANG NUTS ENGINEER Or RECORD (E ORL) FOR THE M04ECT AND WHO WILL BE RESPONS46ILK FOR THE PROPER USE OF THE F E 0. ENG04EM OF RECORD. AUTING AS A DELEGATED ENGINEER TO DOE A 3; IN CASE "'Ai PRECAST STORE� PRECAST CONCRFZ PAOIELS, PAVERS, STUCCO OR V_IOO BOARDS at rOUIND ON THE P�E.Q ENGINEER, SHALL SUBMIT TO THIS LATTT,r9 THE 0t 5PLCIFIC DRAWINGS FOR RE EW EXISTING WALL OR FLOOR. ANC',�IOPS SMAILI, BE LONNO ENOUGH TO REACH THE MAIN STRUCTURE BEF,14D SUCH PANELS ANCHORAU SHALL BE 05 ME?4n74EG IN At) AND IN A 2� it) TH15 P.1-0, SMALL HEM THE WE AND ORIGINAL SEAL AND SIGNATURE OF FRE PROFESSIONAL ENG114VER 0- RECORC IHAI PEISPARET, IT (6) 16 LXISTING CON=-E�E,,OQt_WALi_&,T&,C-9_Q 1/4' 0 TAPCON ANCHORS AS MANUFACTURED UT I I W FtUtLDE�. INC 14 SHUTTER MANUFACIU4.E.R'S LABEL SHALL BE LOCATE' ON A READI'l �SISLE LQCA,,OM AT STORM 1/4' . , 7/8' C-LIK-1- ANCHORS. AS NIANUFACTIURED EN DE*AL1 INC (MIN, r 1590 p., ) PA141L SHUTTER ON ACCORDANCE WITH SEVRON 1709.9 3 OF FLORIDA BUILDING WOE ONE LABEL S,'ALL BE PLACED tQR EVERY CPENORG� LABELING TO CQUP�L WITH SECTICN 1709B2 OF �- -_ I /4"0 X E/4' SCUO-5ET ANCHM. AS DISTRIBUTED BY ALL PEON! SCREW, t SPEC Ty I, am III IAL o. t1,0RIUA BU(LDiNG CODE (MIN I'_IBOO F.A,) - 014- , 0 PANf,LIAATF PEVAU 10 ANO PANIFLIANTE PLUS ANO-Oks. AS MANVEXTURIU, By ELCO CONSIRD:TPON THIS DRAWING WU ONLY 01 USED TO I PRODUCYS (MONI P7,071 F111) "O,101' I of ... OBTAIN PERMITS to ==Entj % _1441,% , I I - /4� 4 CF tAP-GRIP ANCHORS. AS MANUFACTUNC SY TRO-FAN't CORPORATION '. _11 B 1) MINNV-y EMERDIVENT DO TAPCON "CHORE. ELCOI PARET -GRIP ANCHOR, THU JINT C �� A�l , , FLORIDA BUILDING CODE fRIgh Velocity M., cone Zons)l -MAWS AND CF TAF " - - 71 BLO_ INIT SH,q- 1, HE 1 1/4- . Imo '-kTOo:, w I :P ' .. 1. f 1� 20 GAGE GALVANIZED STEEL STORM PANEL � " . = NO� 4 1 7 � = I �WN � 9.2) CALI-IN A, SOUD-SE' ANCHORS SMA,L HE EMBEDDED '/a' INTO THE CONC.ETE BLDCI, UNIT NO CM 6 - tOr/ul"J. INTO S-,I= StWIL 3, FILLIMIT'm v4- 0-20 SCREWS USED SHALL BE 1 ,/2- LONG MORIN,- S"OUA Cco , `��: 1, — GLOBAL PROTECTION PRODUCTS, LLC, EXIST. mo I, MINIMUM FOR W-U-1 WITA NO STUCCO ,2� - P.T� � ___ 1. I/ Nwo - , ,I,Rr. - - I% OF - ik .., , I�,__-�� S"E. M, �' A ., * , Allow ("'AMOM"tLo, � (9,M)NN-BIR, 20-176 , lt)� W i *1 )" - , A , _ — - ORKIedic.: '_'Etttl — I I _., _ � I _��_�._n_�17 W,N, , ". I ItISTALLATIQN DETAIU FOR REGULAR PANELS(T & LU INIO EXISTING POURED CONCRETE .OR, QONCRETE BLOCK STRUQJURES CORCRETE QKMFS I is" SCH11NUE ON CONCKM ANCHORS - - ' Oi- S� 0 THRoOSM S) CONCRETE ANCHORS 1511 11%, "--it .1 , 1 I , . __=L� - f "ME __ ON "' SADDS I 1MRDJeN III\-- ---E.D,- - n EXISTING POURED - 1,4: 1 CoNCArn: REOV,IM6, ` CONCRETE A.01CIRS 1, " ` (SEE SCHEDULE cH - �., I SNUE'S 8 TH"OUGHI 9 � ) . I � �� __ EXISTING POURED .1 C4 t - \ I COW-OlUr REQUIRED. i ,, I - f4l � �w — 11 I., ", M;,, - � 11"W , L"Irmll , "I"' I j�Ij , k - 1/4 " -�, � -�`, -1. I I . -, � , -,,,,, �-��,- �-!, &�,, � - _\ ,--, � �2 � L011 Of _�� I I '/A, . fi,n-� I I - f E - . ,��, - I %, I " , - _n 1. �`M, ._.. .:I, I ' - ;r'.." �' E-1 �, , , � .. �1� _____ - ", I 1/4- � _40.1 �1� - --- I I . A' g.- , , I � F, 1�� I t I I 1 _�11� -_ ,----I I I � ,�, -_ - - "-,-- - - 111 1 _1A EA61*00, -00IIEP E-0. ,�z I LIN i 1 S � ,\,I E.D. I . ! , t - I I #�t �-' I � IR rANCAM "I',,',',, ,,� i 2 � I S I I � �J3 � 11 _`1 C-ONCRM R-KOVtRED , 14 a I EL. 14--k - ; I ( _ , - 4 , o`L 6 , � , _� I , � ,,, � � A I _,:��:v,'. , - @ I i L -N, I -- �,�-,-,��, 7';,�, 1 I I - .11 , 9 � I 4 ,,W�vlr _* a = -� A - t I . III ; WIiCK,1IIAZ ; 9 ,. , . L ��_A � . 4�� I *%I TAO, .. � -i :-, , I EWW, ,R,o � `DMEW Site . 6 6 � ,�., m, � I _(D .-a - -1,9" 6 � N' � 1 k�D i i � P oc : f * TIr - 0, I - " . 11 1 ! .-- 1 I , i -,,- W�, ='MAINT ; I I � t i . WNSA" I I % Wr -_ I I _(f) 1---� . el"N"Noo t 1�11 � i i I - ---! V ,,, , -=- 1 � C, I I 1. - 1 � " , , " I , I t " _ , � - __ - I 9 : = I i , I I I , �, ,,�, 4- 1 : 1 � : ! i 1 T - W . : �5 ! I ; I �Lll i - I . , 1. I ; I .� � . ; i, � ; ; I - 11 I, I I ,�! �, - -!�,� - ,� - V, : I I �11;� �,, i I � e ! �J § i : ! .9 i -- 91-101. I ( - i 6,1 A: I- I ,7 7777- ,� 1 1 I � 0 : I , : - I i _. _=! 777777 1 1 I I 11.1 . : I I 2 �1. I I FXk5PNG POURED E D- . . ; CONC FIFTE BLOCK , CONCRETE OR , III. q. FIGURED I �, � I I � i 4 I I (_ - . 3 I I �, VI' .. . i ; - 4 1 - . * - I I L L11- I -_ - ;= I " a W ; 1 ,2 !/2. .. � L, 11 40- � EVER, STIOD 4 _�' , " RED E 0, A CID ' IDOOSTING POU . 1 ,2 1/, 0� CONCRETE OR � I _ R ExtsnNG POURED �,� . - � OCIRCRIETE BLOC, - "GEOCRETE 0 � , , \ I REITIE BLOM � I I I cow 1 I �, I �; , � - . � - L"I"'. , C7 �, V �, 4 4, ,I 1, 3 ,,, ____ ", t , - I " I- ! I --- - __ __ 7,7- 7--�"",�,--,-,-,-�-�7-,-�,-�."�,.��,;4,r 71777 �� - I T, , � � , I EME1119% POURED - � i I CONCRETE ,�� -99 � WoUtRO) - 1 C� A ,T��, VL I , .1 REQUIRED ;� "I. -, . I I 't ,.I - ,,7. RKL � M" -1 .. / � , , - - 1. , - � - a/411 .0 REQUIRED 1 - ,� pA �S,WtRtxi) .- �1� -, �' - 11 Uno �Mm ,/--_tOLL F_ - _0e'14 CONCRM SZIG0FREDA:/=D ____ �� 4) -, - (D C- �0. I Go"C'En ANCKBS - ��' (SEE SCHEDULE DIV , Co-CRM ANO� -(-4, SOMEEALE ON �� a,, � t 44) , .- . I Fel - - :&V IN0,2", �0"._ " a (=_ 50 ON SHEETS a WHIM" I \�: 0 (SM SHEUS a T"RODUMN In (SEE 90fEDULE IL" 0 $1 OIL sMCM a THRotov 4) WM3 a THROOK,H 9) � . "' I SCALE 3/8-1, MUNG 2 Q011110 SCALE 3/8-11 - ING S H OUT MOUNITIN14; SIALE 3/6-11 SCALE 3/8-1" 1 - _� -1-7 I -_ - .I-----.,- i I a I MS0,0KILE 1 E.D. - EDGE DISTANCE ,SEE SCHEDULE ON , � 3 - _01 ", SKAMATIN, i I i _� `AA`IL . 9 SHEETS B & 9) 1 i I I � i W-104.r - Ll'� JQ : : I LIVOY SIM At I 91- I 12 IJr tc Top = Z101P.1811N. _ :. i 9 0,100011110"It,fit 11 "It"I"T 71.%1T .111, k-I.T.--i q �4' Z , 'LICri M. I Z 1. N " .S, I INSTALLATION ! ____" ... _ ____ I—, I---,-,-,, '_� :1, � :014� ...... - - - - /,� "'I 1% .. ` - Z", :, ,��Q,l I T � ILI ,11 .", " , . .- - - OCEN V� ". :11 .* ,�;O, ,. T -.1 wsnwo P"UI'l L, I �',, � , , " 7- iE,- FLORIDA BUILDING CODE (Higit Vel"Ity Nu [cane Zone) tONCRETE -i3/4',: , , , RECAJORED. . -11 I - ED ---- .1 _ 11 I 1*i ; S otax MoDot. INC, 20 GAGE GALVANIZED STEEL STORM PANEL I ,L, ,� , , sfg, —,�= �-, \� S ;. . - - 'F _- '* f �_ . Z TATE I -1 Lan !WL /W=. ' SHEETS a THRMM 9) CEILING Affl"OUNTING �; 51 � ;I-F_ 0, � �1. �� te5!_-'--_---� - ,,T , 0, U`f�� OLOBAL PROTECTION PRODUCTS, LLC. _:� / " 111LIEC0.7\ . SA 51 ,nREET 0.X � - I _ �,.4,;V� � NIZZINALt �'*� _.. ___ NcKE O� %�_ YL -1 - * Z1=1=.Wr%W1 )ORM-NIA", FAIL (.4)eOtIO_M7 20-176 SCALE 3/8-11 1 ,, � �, - I O" . _�. URI.11-I.. - - ,I - " ,-'TV - IIIIA.Ka w I rNNTIr-,-,--;;;;� - IMIM I Te .�, P-C - - !!* i � =11-7 i 11 - - ISHRI I OF " FLOW� - ,_167 I _____ I FXQM=KV_A1,UATFQ?fRMMWJ1 NO. 204711,011 3 6. MATERIAL CHARACTERIST-1-CS AND FECIFICATIONS: 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 specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 7. . IMITATIONS AND CQNQ1TlON6DY USL- 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 26, as well as General Notes # 1 thrul 4 and I 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document i(P.E.D.), drawing No. 20-IT6 prepared by Tilteco, Inc. and signed and sealed by WalterA. 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 concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of "Tiltero, Inc, (Florida CA-0006719), 0, ,,-,,I>, ...."..--I ;!I". I - , , '. 1. �� , , 9 - " %A E N se, - -,��> 1', , . iF - -, .' S - - - .1 ' IS I----,-- Z - -_ IV. 44167 ` - __ ____ .. = _____1 =_* - , 2- = .,--- * - = . T 6C _;k, � - , , T, �- OF , ,I- � , ., STATE . 41 � _4� I __ I _5 __T li,�-�'.- OR110 10, �* �-'.�" " A� � , I It 111111k loo WATILL D:ITILTECO ADMON RECORDS I P. E. FLEPORT.20 � GLOBAL PROTECTION PRODUCTS, LLC � 20 GA65 GALVANIZED STEEL STORM PAINEIL, ORWO # 20-176 � REPORT #20-0728.01 / A A 'T'-1 T FE __00 I M TILLIT TESTING & ENGINEERING COMPANY WAT-nRA. 17ILLIT, RP , P.E. tiltecouea0l.rorn PRODUCT EY-ALUATION REPORT R.PT M-N� 44W FLk:A.LtM11N,,.AD6?J9 REPORT NO.. 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SIUB-CATEGORY.- Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Product"LC. 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID It 1906) to the Global Protection Products, li Rule Chapter No, 61G20-3, Method 1D 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 bythe 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 SUBMITT Drawing No. 20-1752 titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr_ P.E,; dated 07/271202(1, This drawing is an inteq A ,�* , MV t�%qv if, , Evaluation Report. ""Xt � " " . L"I" � " �4340'5'� 6-355 N.W. 36th Street, Suite 305, Miuni, FloridIt 33166 - Phone: (305) 871- ,CQMPONENTS FOR REGULAR & LIFE SAFETY $1QRM PARELa (SCALP 1/2-l') - - 1 - ---- -- � - - - - - - - - 15 1 Be (TOTAL WIDTH)- , -- -- - -11 . - 11 - - - - - I . I 15 196- (TOTAL WIDTH) - . . -1 - - I- --- ----- - -- ------ -- 12-500' (EFFECTIVE WIDTH) -- - - -_ _ . - --,-.--- I __ _. . I __ 6 1/41� - ---- ------- I � ____ � � --- 6.250* - - - -- - - - I � � - -,. 5po- -_ -1 350* - � I I I - - -i- I 11 I I - _� - I ,':If- :/ I ,U I , 4 I I , I , 0036- MIN OCK `Z&� 2.657- Z. / � - I13P0' �,500' t "p, I I I �, ____ - -_ -, , INI:o ��w I "MIL-1 f I ; 11 , - t.SSo*- , , - _�o � T*�- - 6,�� � , ��Z , , i _;,, , ,,:., 11 " ",SOD, BOSS, NW`L THICK r- 1.350' � ,,-',, � I STEEL I ,� I """""" * ASTM A-653 11 � I - GRADE 50 LAW EMMED 1� _�-_ � , . H 11 G-60 GAL , _' , � I , 2.0 70" . 2Eil)�� X� I HEMMED TYP � ' \ \ ASTM A-IISIO " _' \ . �1 , 2.0bo _2��, I __ 11 HEMMED, TYP. N_� - I EDGE � - �_T I � � - _i��At EDGE L A - 0 MINIMUM � \ GRADE 5 \ N , -as 0-M) GALV r � �, I/ MAID, I- - EWE I lilIETAIL A DETAIL \ \ ,'I I 48dr - I __ � � - - - - - - - - - __ - � � 0 , . ,3,kD-__.J - - - _ , , . I - � I - .. I - - . � 11 ------ -i �36D- I - I I .1 15.250' - - ----- - - - - I - ,1;io . T =&!L±Aff1 0 M STORM WEL 2A&_r , - - _,- , � ' W FIAKL!i PIAO LIP ___ ,� � ,,, W/ NFIAMOED EWE. -1 1��_ " . 50. -------,-- �_, � - , , - 1�2 i 1, - I - � Too* R. - -, ___� - 2.1 - ,.25 W 100 � -L - ----- 87' �1,21' AT 0. 12". - . zz:_ ---, , _ 41*20, .121: 1/41�;101& _,_: _ WA - , I,125 , ,, SOLID PW 1�4 350,- "' ' ED 55' BRAD - _� _� - ,_� 11-11 , I - -- ,�� " I �/ ->,,��,_ --- �� e �,, , , I ,23OT - FT- ,�,, : ! �iz , -�- 0�08* - ��Ooi_ I � , , � 3' 1.093. --"-,, 3.375, 1, , I i � , Qs� . . I LOOG . � . �2.1125 1 I ,Vctr ru I - I - I I t /' - To � � ' "' :2 t/2- ox, , I I_ - ' " � 500 V-I , No, , _., I I , , , __� 4, �`�� _X-1 - . .Os� I . 9. '93 SIDE Ii -a �' .,/ 0-2--o' Z" HOAMEq - /7 � -, - "I , 125, - IL I I - I A O� 3 - 7�'J R. a 375' �7_- 2-4- 1 , ". , I � - . ., .. - � I I . ' 125* I I ,t2rl I i2§41__W__*1_L I - - I 1 c I I 41--- !SQMFM ,;SQ -1 1, )k Dlt&" , " _ I J � FULL it - IV C-11-2,000.1 � . - � ", - W�, . M , , - - 1,500* - " - (w / 2 W�V ROUNDM CORNER CIS Or PANEL'S nu AI �� __ END UP W1 HEMMED EDGE. (�) 'h' HEAQE (�) "U".HEADER (�) AbIGLIE (R Alliga wiTH siup 4 ANGLE wam (N.T S) REYERSE MD � t - 1, VARIES SEE Do I _ IF - I '/I A A 2/,4 , , , 0.344' i - - r,, -, 1390. t I , - 1 IA07,1, .S. TOP ED" , 7PANOL I ,-- I --,--\ 75 - ,3 - �,- 77 , ,37.' ,t*61 '" � I I - - . : I - ,374' . ,86 . .IW - i 1 310 , - i I f -,- ` - Ii- �._ P, ' L7SO" � 125' 1',Fe-20. 30, SERIES _� _' _' �$ sivo Rn"Im to I I i2 i/2 7' Ot I � I ?- - I 390' I 'Ll I � - - I - --- I- r - - n --I � I I � 3 063 - � 67 I , I I - 3 1671- 1 1 1 " � [ 5. _*P- 101 . 1.500 1 '. �� � PAW PANEL OVERLAP .957, � " I t O I ,W� i----" 16� T t -_ -_ I �_=TLUIB,17 I I . AM. II05, (A/ KEY HOLE WASHER \ 'ii�z I � , . / I I I .-- 2GOO* - - I -_ -0,M) . 7.00D � I 1��_"t - - -I'-,-- (�) I (9 340" *F* JWK T ELAT PWED I I � I .- IS- - .063* 0�0m- (MO..) -� - 094' GALVANIZED SUM I i - i , - I - , - - , f � f'-' 117�7 ia_ 8,1S., � 7 5 &_ ,�',, - - - 4MIllustj (- -3-- .�_ '\ I,,%%%% PI, r Ity t YOKO %.14�;�� F * J .. ; %�, ,,oE3-(� ,44 �.. � � I . ZKo',',CIENS, '.. 11� �, *. �_ 8 ( WM STUD I I - -_ -1 � - t �1 Z �2- , N_ 2 7 : No.4416 -� E I 1 1� ". I, --- � A . � �. . , .-ZAMAC NICKEL -L-� ..,�� i - -- --, Z*' I i - � * 11* = , � , STATE Of ,-*,27�g "I WM ntneoc, - FLORIDA BUILDING CODE (filh Velocity HUT cone Zone), 1 20 GAGE STEEL STORM PANEL PP I 2SO' - - , E� - :, , 18-75. PLATED WING NUT 11�Z,9 - or III, -Ae �� � - - `0 GALVANIZED DININN. ON, , -----2.0W-- -- NA -4 (�� KU HOLE AT FAtiL t* �?, . � " ,Z , , � I Z4�442-" ,-,_ �, :/j,0";r 01 _ __ _�> i __ �', , 1.04 100" � _O,,J,,,� �, �_ I "I "r �� - F / 07/ JILDBAL PROTECTION PRODUCTS, LLC� .w, / / IILIJECO,.:� — 5, SRSET (j) 2*)C7'Xl /A" AITERNATNELY. VS& WAG NUT WOUT � - - - 21F> / ��'r V I It, lusx� - FL. �, Av.),set-KTOR 20-176 ALUMINUM ANGLE WoNo-mc WISHER W/ AW04AL I., I/ Z %, �_M, SiR�� p,oc COOHIZ _75,o. r" . . 71ss.31W *ASHEP (STARILM STEEL OR NeXE1 PLAYED SnEft). OLE SEA/SKINAT.W./PATE ..- _ ... .TOEf-,3T9V0I.1., '. . I - I - BtAttet - MN om M I - I - I . I . 1 E ,ONQn` 2 oE. - I - INSIALLATION QUAILS FOR. REGULAR, PANELSCI & END 9_JQ§M MAS EM MALMON IN POURED CON-CME D CONCRETE OR CONCRETE BLOCK STRUCTURES 9942M I%= OR WOW � Wz7ZYER4".`=.a='B` Ooncproc ..�� ,Nv,- � YAUD FOR FWAAR 11FE SVM AND E-Z K" M& PANII SMU i, M sc"Evou ON sum a 4 qq , li'P-s jvon!- I. I ---,,'- I (SIDE SCHE "�_rli� `P-, - a ON __� " I.,-,- - i -1, %*M �rl ; ,- , ,�, V I I I I I , � t-'-', f - 4", C4 __ � - 1 _,�, - I I -1-1-4 - I I - , A - Ik, ', '/2 1. ! �,--TJ -- - - , I' L'I'. __,_� - I , I I ,,,, - � - /A. MR =.=_= r_1 � I I 11 � ,�, , , -4 , , CUSTIONOO Pown , - 4 f�-: I : I � 14 I I __`b � E�D. ,.�� I - 1 --- I, ;1= - - co"cRETE ; I " I I , q� - -0- � I I , 11 , PCOUT&D : i N-l" i . � ,�: - -1 I / r A;iIV - _ 1� , "� I I � 1 � 1 & , _E_' tz � 1 "p, ,,� 1 I / \ ,, ,\ I �1. I , � L_ ,T 4D �,ss�l I ,. 111�1, I 11, I 1�_ � _1_1 I I I 1,311i I � . --,Z, � IF - --- ------- �. - I ii 11 . I I t : I I � ", _ I I- I " -1 __ � _: �, _ i��;L �� 1 1 @ IV1441 1* ior - I , ;I- te 11T, . . , - I . � _,� 11i EDITETINO; POURM 1 . ." - - - - I %� - � I i5 CONCRETE OR : . AWN, --. CONCRETE BLOCK : ; � I I I L 1-1=1 � ci� i � - Q) I REOUM. I . I,, / 5 - I I I I "A . I i I JK1_--_'4. , (1)7 . __ : I:%A�Pow Oil j� lt;��: - I !_ � ! ! 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EDD, I �* 112� - I- S.L � , R RED t � , � .( I �_ . /Mlo. .14'.. , I � jz;�, y . 71 " I I ."N' A, 'jap. .: , 2=4, � � " ____ - � - , , 14 .Z. �=VT - . CK1.9-W OR PANEWAXIE - , . ' -3/4'- *NR It r 0 1 = __ _:��,, I I �' ,_ 1: " ,,_� .__ -- ..) I FON"Al (D AND MELMATE !�', omn 1:�� r- CONCRETE ANCH I I � � , _� - - � , - , � ._Aif� 1� 11 1.1 I .. PLUS OR C, TAP-GRIF (�) ��' I- -- - - LsEr SchrooLICI BON ERIC: SCHEDULE ON �, �� 1J_ I I - .1 -- a -- ") SMUTS a 01 9) WAU JING (D.M.) ,,� RUILQ��TINQ __ I . - I 21 MQUft � - *Y_rt�j -, . I I- _7,�,,,7—`��_ ,�L<t'I_o 6 _ ARN4. IN" *,M—.- I SME 318�1* , WALE 3/8- I' 000" Way"I ho. . A _ _ - = &,= - I , EDGE OF EXISTING * NEW I' WIDE . VARIES � I/T -m ' - OcK, - 6= - OPENNINK; F . - EDGE Ot -9 I_ 1, . THICX ALUM� TUBE 09 I� A I (SET_ CASE E (PLAN) - . . I McStth STUCCO/ I �: F�F) , I G P I WOOD PLATE SPAM I ETS & 9 SCALE 3/16-1- 1 L----= ONJ '' - -\-J/-- - , ' _WBGc 10ND t - ____ n, � , It NEW 4' WOE , 1AWS , 1/0' K � � DL5ZC1=1_ / � 1: ; ; ALLOLL TUBE OR I' , VAROICS � 1 -! , I ,,,�,,, !, WOOD PLATE SPACER ", , , �, , ; I T13P & BOTTOM MOUNVINGS CAN BE � V`H.D TRACK i :�� .1 -, ." CDXCRCTE ANCHORS � I COMBINED IN ANY WAY TO SUIT ANY mpiw tstr - '-,; p-i-, 1 iNSTALLATION. . SCAL -j � I T 1c"8_'11=1_1 0.4 - -- .I 1'. C� ,,, — ; I S It I HEM "�, I,/. .. ..-.- � "I 1, A.. Irk, If*, I _11 � ,,tp, ____L+) I 6 t--- U .C" - �� ; __� , - .. � - I � .. � //1 N, I �r EXIST'NE, POURP /,�: d �� . r... 1, 'A. FLORIDA BUILDING CODE (11,09h Velocity Hu zone) _0ItWc`,M_'XWS__ -,.- CONCRETE OCR _ -,�� __ � . r � cone ,�2 . M5`,, GO, � I �0, �, I umt It ff � 4W 0, .20to TOLTIMA, INC F,'. ,N!,.�� I I A I, 4 CONCRETE 9 - Z , S, I 20 WE GALVANIZED STEEL STORM PANEL 3' W.. REOVIRED, 11 1 —1, = ` No 44167 % - � DRAWN BY. X� SEMON X_X __ - I = * -, * - * � - . Z 17Z-'-- I -/-/on - SCALE 3/0-1- - . , ___ LOBIL PROTECTION PRODUCTS, LLC. � -a'. e , Z - _:!:��, DATE: RETAIL FOR SEallin REOUIRQ AT TOP OR � .P'- . E 0 __� - _ - 11LIECO.... \ WKID S... 31 !ITRIET S. %--� I ; I&I, � M�- fiFIFFIRR. . RooQ566*9 ", t', 0AAE, FL, M31. - . , tl _ - tom-NM3. - D,M),W,_ 20- t 76 �,I - ,.�,___ I , J_ -,,,,,5 . . 1, - - Pet FW__' - - C ;�,:Iy i. 1� CA loom "`�* "I J P III __=!i_ �%VW&,ScRcU;IEAMTE 11. 'Tc, A, n"r IT I to !�, � � It I, .0 L��Tr PRODUCT EVA1XA,UQN RKPORT NO, jl�� 2 2Z TEST REPORTS; Large missflo impact load tests were performed under SSTD 12-99 standard as per Section 1609.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTIM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William R_ Mehner, 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 Edrnundo Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 ISO 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensiletest report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as perASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 Oli 318, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3.STRUCTURAL I I CAI_QVLAT_1QN% On 24 Gage Galvanized Steef Storm Panel for maximum panel length vs. design wind load, as wei 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, I no., dated 1211 8110 and 08/27113 (for this revision), signed and sealed by Walter A. TIllit, Jr., P.E. IMISSILE IMPACT RESWAINICIE: Large missile Impact under section 1609. 1.2 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.), dretwing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 1,9 thru 16 and 18 of 18, of Product Evaluation Document (P,li drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has Won verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 9 . I , &.11IIIISTALLATION, Insta[lation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175, Minimum separation to glass shall be as indicated on sheets 3, 6, 1 3, 14, 1 5, 16 and 1 8 of I 8, of Product Evaluation Document (1i drawing No. 20-175. -6. -MATERIAL,CHARACTERIS.TK"AiDIEECIFLCA-TIONS; Shall be Strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P,E.D.), drawing No. 21I 7 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. 111111, Jr., P.E_ 7.2, Product shall not 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 concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Tilift, Jr., P.E. (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-0006719). WATILL D:O TILTrcC) ADMON RECORC15 k?, E. REPORT.201 GALVANIZED STFEL STORM PANEL kDRWG#20-176 � R 1/4, 2/4� 3/4. 4/4, 5/5. 7/5, 5w/io, 6w/ll & 7w/11 [-IV 6/5 1 +IW/W. 2W/10, SW/10, 4W/10, IIII 3' MAX __ -,-,_ 1_ AWHORS: FOR CONCRETE SU SCHEDDUE OR SHEETS 8 & 9 -.--,- - ___r MAX- -1, MIN,- FOR WOW SEE SECTIONS ON SHEETS 10 AT 11 I' Mac - � 0 0 , � r 0 6 ------ - I- - � --.--- -_ O-M"(�M�)�@- (9, '____`__'_ , .--,- - -1--7 --- T--T- - I I _O` ,I I I - __1 I � I I I � I I I T -7-1 --- T__T___� ! ------ r _T_ -"I �� I I - I I I ___- —'" —, -I--- __i___t_ � I I .. � I I I , : I , __ I � 1 � I 1 � I I i 1 q)I1T.0+@. r I I i 1 . � 1 � 7 1 T I I I I I � , I r 1 i , � ; � ! 1 S , I - __T I 1 1 , i I I . 1 � 1 I I I I I I 1 , I � I ; ! � I I ; . I 1 1 I I 1 , I 1 1 1 : : !::�� . i . ; � 1 i , ! 1 1 I i . � i I . I i I 1 � ! I i I I t "I I , 1 q 1 1 i I , . I � � � i 1 i . I . � , I I � I ,, � I � � 1 1 1 i I r , ; � ; L I SO I i I _ , -f I 1 , r -,,, ; 1. I L I � L � I __ I _ I - _1 �_ I— - I -i -- _1 __ I I 1'11'____1 - - _ - � - I - -1 7" . - ; I _11 1 _. I I I , � I �-j I f-.-- - � 4 __ -1 T�,` - -1 -T -- 1 -- I 1 1 -1 I -1 -[ �, �-- - - I � - � � I c . i i � , I , I ; i f T I � T � !N � i I _ i I - � i : I � , ! i i , �, - —1t7___1 4 i � i I III 1 ,_] _ — � , I � � � , 1 � I -1 i I , I il I i I I - f ! - I- f I � . _ A' . ; - I - _ f I , j. I I . - - �--- I � 4 1 � 4 1 , I ; I W I �9 . I i-,f __ � -L t f r A . � ; � i � , i � -1 : I i ! ; t � � , I I . . ; ; i � I I I i �� ;;, t : . 6 I I I I i I i �._ I - - - - - , I - - - - - . ; � 5 � . : � I i (&� I j - � � i , i I ! _T I � I I . ; i, � I I ! I i , HULLED PANELS W/ 1/40-20.1-- 1 UNBOLTED PANILLS � I � � 1 1 i i i j i SS NIS HOLT W/ 7/r . 3/32- r ;1 IMP SECTIONS AS I 1 1 � f I I i ; 1 I Oi� � - - I -11-0 , EA - � . i ApPuICAHLf, i I , 1 I ! 1 I ) � i 1 1 1 1 i (SEE SECTIONS AS APPILMLE) . 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I 0 " I I I (a)4),(�)4 (�)-, I k*r i0I "i �t - V MAX - 11 - I* MIN, 1/4, 2/4, 3/4� 4/4, 5/5, 7/5, - I- MIN - � � IW/10, 2W/10, 3W/10, 4W/10, 6/5 SIN/ I 0, GWI I 1 & 7W/1 I ANCHORS: FOR CONCRETE SEE SCHEDULE 01.4 SHIFTS a & 9 - ____ -, _ � FOR WOOD SEE SECTIONS ON 54M to & It - -- - - - L5 1, A 19 ELEVATIQN N�Ts, 2,67' 1/1" Mo., GAP �AV, (WAL DEW -.1. WHOLE vALLM F_ I - - I I ,, _�!-_-,�__\; : -_\_�= - N- ; �, ,/A' 1, 11 j0o" MAX GAP t I , I'll , I i rl:� - 0)�**,, * , i � d�_ I .... ..... 16) __(D , . li� ..A FLORIDA BUILDING CODE (High Velocilt Nor icane Zone), � RNINKI NUREcO. WC. IT, '. . � 20 GAGE GALVANIZED STEEL STORM PANEL Z- � No 4067 i 01"ON of.. . .*. 5ECIIQN A-L� TIT' * - /-. N.TLS. I- - *__ Alliib,C:��',, �4_ ,--,- \ GLOBAL PROTECTION PRODUCTS, LLC. _"'.0A __. `P��, 11LIECOINC, ...... - ,,$ � Mft SWI 51 STREE' ' _-%f�j _0� '�� ;�* / 4!A ,Z, TESTINOt Ok ENO 0A,N% IL WT. .� Oft '; - .. - a. - It, =1=WnA__.I Pma,OC Ot,A)"It-TSKS. TWO, (o.NKWTFNO7 20-176 �* ....... ;�,tx _v / - P`W`-1__ _,,(1W)T ,11 - I- I MoOK, AN. "g, N �, I- O*Alr,L,� L" /rATE I I I - -I. ,"I - 0�� t* 1 7 OHIO* ""A"', ',:"� :!!�.!%" 4 -.-..-- 'netm I , I - I - 1-2 -:!!: . I I - I - , - IN ILLATION QUAILL EQR REQUAR PANELS"11 & lNTO EXISTINQ ROURED CONCRETE OR C,QN!Q8ETE MCK TRUCIURES AXCHOn� FOR CONCRETE SEE SCHEDULE ON SHEET 2 - _1111--_ _ 11 ED CONCRETE FOR WOOC SEE SECTIONS ON SHUT 12 � ------ PaUR - � Ror PWRNED4GCR0MNC1r"Lr0Ec4C �3, MOL. 2.61* CONCRETE BLOCK ---N%,9 ... 1 3� III—! REQUIRED "EOU'REO � REQUIRED �!. 1c, (MAL O~ .L VALLEY) I' Not � I CONCRETE ANCHM � CONCRETE ANCION'S I- - I t : (SCE W�ZUU ON _ i __ _==IT Dit. i � i I SIM " (NETS�LE ON � - Sir I : 5 I � SNEFT 9) I I FW I I I . � I *; __ i - I : i � - I - , t i O, I I I A � to � - I , ----i I ____ __ , t , , 11�', I � - � I . I i I , -1 __ __ .- ,-It � I ��," � 4��,�' �* I J i ""I 10 , .� ,* I � � *__ . I ; T � � I I I i \,�, j ! I _1,j:�,,o o 1 � _�C. 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A WIZ W/12 3, Z... - � . %%%� 4 , i 50% � - 4" I, te,_ �� i 1 -3--m.. D-M-4.@ i 50% =29 ; � . 'L' ,_ I i OF 'L' 50% i OF 1 � : 1 MAX I __ I I OF "L' I, mK, � �1 � (I MAX � "!-�7,' ,-,-,,,-, ANCO.ORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 -'t--"r--. 1 � 31 , -, � - f�,"_ i I I ,� 'r. ,1 : l , � I I., " No -1 � I � - r I � I �', � , I �_ � FOR WOOD SEE SECTORS ON SHEET 12 ,�� i I, I i I . 4j� :: . I ", � 7/3"I.3/37' r, I ", I 1, - 11 - FP ,'-,�% � , - YA= � � ,- I _�', : � ", & J& ELEVATION _ rp jq ; LIP � � REraULAR RM � �,,. '-� 12 -- - I ,e ,� " , r�j.- ! i 11 �t�.4 1--i it : C I '' Y7 i i I LE - I . - ___ -I I t__Ea , I/C MAX� CAP a , � � , 2er I : _�J 1 !� f I, , J -_ � - I - -, - 7 _-, �500' ! , � , __ , , - I M I i A- .. �', __ . - __ i� _4 ", i ,_� ______1 _____4__ _u - , , __ ____ - - � , I W/ 7/s.E/32* WING NUT , _- �- - - _ � �� "11- . �� 0 T2 1/2' MC CONCRIEM ANCHORS '1% 1 I � I -- , I r.d. I WE SCREBULt ON ,/4, wAx. . - � COMICBM KNICHim SIADGM0 � CONCRETE ANCHORS SHEET 9) 111) - t$ff SCHEDULE 0. W1 STUD (Sa SCHEDULE ON StIFEY 9) SHEET 9) : � Zr OR SECTIQN A -A (Typ. CID OR __� NET= 09 -=I- _ W& = RED.RED EADC, AEOU'RED SCALE 3/32 RJEOVRED A'^, t. 1 I.11I.- 11 - I - I - __ ----- - iNff IN WQN SCALP 3A." SOALE 318.,* -!�I,w);." : ..... " I `, FLORIDA BUILDING CODE (High Velocity Hu cane Zone) . EN . . . . ... - ____..________.___ . - - -- - __ - - � ,% ,IA,� ---ow - 1, .2m 19.nw� INC, r, _—A-1 Z , 20 GAGE GALVANIZED STEEL STORM PANEL E.D. - EDGE DISTANCE _MWM2QR_QE_SE&MM1 Z_ - No. . - __. DWWW ft - . M/W/vt = *T * 4L_;446�1__r_�_, -, - \ GLOBAL PROTECTION (SEE SCHEDULE ON TOP & BOTTOM MGUNnNGS CA14 BE = 'O". S- ATE &- --.:� --, 11 - , PRODUCTS. U.C. W.,_ k_t IN TO / 110 E C 0 SHEET 9) COMBINED ANY WAY i me Am S.W. t, STRUT -419-40 SUIT ANY %M"-- P, . I OP-_ F_ =M A INSTALLATION. 0 1110' nwT rernse; At INOWOEMAto c-o�� 4� , 1';O�'_� 20-176 W �-e 'A� .Z.= I. 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