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NA ► .nM, N.WPA A AH•N <br />a '.4 <br />20-176 <br />CRH,°'K H'^ <br />`r.G ,.r <br />'/"iJ r -H E <br />®R' Ai1GH <br />.•t <br />1 A1• S NAA <br />tiff- 9'`L(�IY-W�`)TMTF <br />°"e- n " <br />fNFtF Y]AAHM-`S t FAA. ._Ae4 .li <br />•' •�_ r a. gP4s► ALMA <br />• <br />Warr ;. a 7# <br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM <br />LNTO EXISTING POURED CONCRETE OR CONCR• T� E BLOCK STRUCTURES <br />Y A- *AncoN N H:H _ 'AF,, r ANr.I,;+a� I 4- rwYCaH ANLHIy, ' a" ,,AMC,, A Hop,a9 OC. a 9'0.1 a 9' ^_L 09`0C <br />EalAL1y CQwjLl r ,+i RED 1-04CRET[ <br />rW ;Y;y4�TC OFF C'N' 41LQyuREd L E'.i CCMf,RETf. r <br />IMY rS2N�AETE 1 L. fCw F F <br />ih O..o-, feE OTARED I (..1 Y i Ht1iCw 1tE4w S+ 1 I _ -„ � y i I. i #&.KIN% RE41A,ti F .. I ,' <br />r' try', . ^ , I ii I <br />L L'• E� ti.Gt ED• <br />L, : Z € _ II � `­ <br />CON € ..JNI f0 '.C,' 1 CONY <br />_ F, I I <br />�r -,AMt�' met 1_l c 4-wsa:a+ � -- m " -I g- . 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Zone <br />nma TM'Cx. ar <br />F F <br />20 GAGE GALYANt2ED STEEL STORM PANEL tw.w IN <br />L <br />(GLOBAL PROTECTION PRODUCTS, LLC.$( .TINarm <br />E C O INC <br />1 <br />I <bCU.'IC 1 <br />Sr_t tom. 6C01M,.HT 1)]NF: <br />w.•. r, r s AA....AW.R, n v I "<Ac f s FWW n CAA (R5.)IRE.-11"I 20 176 <br />,w 1 I I.,, RI 1 "'"' <br />�ijI' <br />.,a Tl TEtIT .0 PL <br />RL R Ulr. ! u,el <br />_ TRwfA T OI N <br />INSTALLATION <br />DETAILS FOR OPTION #2 <br />FOR LIFE SAFETY STORM <br />PANEL SYSTEM <br />I_.OEXISTING_ <br />WOOD .STRUCTURES <br />L--._.. .- <br />L.... <br />- ----I <br />I <br />j <br />�____­_ <br />I la e r APE- 9 6 y2 C <br />� -__ <br />J9 1 4 ! 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ANON( HYPE MI ENS SC,CIWAtY, <br />, PUMA <br />" <br />-.�-___-_... <br />] ,n. <br />_ <br />,",, E. ..:_!iE1 <br />i40. 44167 <br />*: FT - <br />_. - ­ _----­­­­­-­------- ­ <br />H.:a, `r^a" PA. cN'm <br />E-Z HANG URM PANEL SHOWN ON THTS PRODUCT EVNANTN)N DOCUMENT "P rD) NIA5 BEEN VERIFIED FCR COMPLlI :N <br />ACCORDANCE w'TH THE 2020 (711, EDITION) Of THE FLORIDA BUILDING CODE. <br />D'S^N x F w: wtNID T5 SHL4f1 R 4H N BE DCEPMINEO A°+ PER SECTION WH 6TH SE E ABOVE MENI,a ED GODL. <br />ro, A WINDDIRE SPEED AS ACTOR Kd OA• 11E IN COHERE THESE 'SHNOT E RS O T BE MAXIMUM <br />SAND <br />M <br />NOR A DIREf_'fIONAyfET FACTOR Ka.O.@S. U5lrr ASCE 7-16 AND SwLEL, NOT EN[Q0 THE wMXN/VM (AS.O.) <br />dAFSIGN PRF'SS APE PA; AI INDICATED ON SNEE'S 25 k 26. <br />IN ORDER TO Jt#AY THL ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DVEW40WO PER ASCE 7-1fi <br />SMALL RE FATS RECKAGID TO A5.D. DESIGN WIND LD0405 81 MULTIPLYW III BY 0-5 IN ORDER TO <br />TO COMPARE -?t-VYE IF/ iMAI (ASD) 00544 PRESSURE RATINGS VIDECATTD ON SHEETS 25 a 26 <br />IN ORDER TO VERIFY THAT COMPONENTS AND .itJ[Nd15 ON 7H5 TIED AS TESTL`E, WERE NOT OVER 5TF[5 DE A .. NO <br />IN ALOWASLE STRESS FOR WINO LOAD WAS !M USED W THEIR ANAtYS' FASTEWFIS SPACING TO WOOD NNS BEEN <br />DEFCRMA,IE6 •: ACCORDM4CE EIRH N.0.5. 20'S- <br />STORM PANEL'S AOEOU+AT FOR IMPACT AND FAI <br />A RESISTANCE NM5 BEEN VERFED n ACCORDANCE M•H SEI;TON )626 0; <br />THE ASOq WIFETIDNEL` COX AS PER VENESTRATrbN TE"NC LABORATORY. INC REPORT / 2032, 45 PROTOCOLS TAS-20'. <br />TAS-202 AND TAS-203. <br />? THIS SYSTEM HAS BEEN DE$IGNIED TO BE INSTALLED ON THE OUTSIDE Or' THE OPENING ACCESSING 'Iw OPENING FROM THE <br />N510F W/0 THE USE DF A LADDER OR LIM THIS APPi-NATION ISVA ID WNFN INSTALLATION 5 INTENDED TO, Bi PERFORMED <br />I ROW THE NS'X Or STRUCTURE. <br />SFRIES )DDO INSTALL ATiONT IS APPLX(ANIC TO SRI AND DOUBLE HUNG 5 L- WINOGRS W1•CN MS:AIATIK 5 Fd OLTIRE0 10 Bk <br />PERFORMED FIILHE LIFE INS" OF STRACiLIPE. <br />A SERIES 2DOO f4-ALLCION 5 APPLICABLE IV. SINGLE AND DOUBLE HUNG ANAL. "DIRVOWA, SLIDERS 51YLL 1rFAUONS WHEN <br />INSTALLAT',ON 5 AUpgRED TO BE PERFORMED FAOA THE ,4<0E OF STRUCTI <br />5 ALL ALUMINUM C;SIRL'SIONS TO SE 6063-16 ALLOY AND TEMPER (UNLESS OTHIE'RWSE NOTED) <br />b ALL ALUMINUM SHEET METAL USED AT CLOSVPI 5HAE1 HAVE 310S-H14 AL.LOY. <br />ALL STEEL SHEET METAL PANELS SHALL HAVE SIPLP iJRAL OUAL:ITY STEEL, ASILI A-65:. GRA$ NO MIN.- OA€VANAZED STEEL <br />OFSCK".NATION w/`Eq+ 58., AS, (AFTER ROLLED) <br />EL ,Ali 'CREWS 10 BE STAINLESS STEEL 304 OR 316 MS! SERIES OR IX3RIROS-•I<du RESISTANT COATEC CARBON STEEL A5 PER LAIN <br />I <br />50016 W/ 50 R., YEID STRENGTH ARID BD 1a, TENSILE STRENGTH At 5HASL COMPLY W/ FLORIDA SUILUM COCf SECTION 2411.334 <br />9. SOUS TO. BE ASEW A-3C7 GALVANIZED STEEL. DR AIS, XM SERIES STAIftt5,S STaL. w"H 36 Ell WW'- ,3R YIELD STRENGTH <br />I:0 ANCHORS -C WALL SHALE._ BE AS FOLLOWS. <br />(A) ID-EEE:-Tjf 1AQU :LL11'iRfTE, <br />I_ 1/1•0 TAP•CD- 1JX.FORS AS MANLAALTUREO BY II w'. BLILOEM, INC.. (Mw. ''c 3102 P.2,.) <br />1/ % 1 .ILK-iN ME AN '4 T INC' /B CNKRS. A._ AL .rTACTURED BY DEW L. NC HALM. t 3 ( 000 P s.. <br />P I A- F P H R Op ArAELMATE EYN..E 10 k RNE_MAiE PE1/5 ANC O 5 AS F R IA <br />I} MAAHf AC'URE6 By fLCO tONST [CTkNN RODlC1S. <br />(Cs N3350 P..J ) <br />I A-i) MIN'AAUM EMBEDMENT OF IAA LON ANCHORS POP POURED CONCRETE SiN4t, BE 1 3/4• AND 2` TOP PALNTELMWEE. <br />FEMALE 0 k PANEEYATE P;US <br />• <br />A?) WEARALU EMBEDMENT Or I/A-. r 7/S_ CALK— ANCHORS SNAUI BE 5 6" 1/INTO CONCRETE AID `€MBEDYENT WTC <br />ANT' FAR Ji MATEJtlK SIMIi BE PERL6TTED. <br />j 1/€` e-20 S5 SIDEWALIt BOLTS USED SHALL BE LONG (NOUGM(SHOULD My FI"M MATERIAL EXIST. TO ENLACE 3/.' <br />,"TOANCHORS <br />A 3) IN CASE TruT PRECAST STONEPRECAST CONCRETE PANELS, OR PMCRS BE rOUNb ON -HE ESiSTIEtG WALE OR <br />FLOOR ANCEICRS'� SNAL1- BE ,ONE' ENOUGH TO REACH THE MAIN STRIX:IURE BE-INO SUCH PANEES AFOONCIRAC,E sFw Iu <br />BE AS MEWINED IN A L) AND IN A2). <br />(R' Ts Ear - I _a;0.=_, <br />j a• . 'API ANCHORS AS YANLFACTLIRED eY I T w BaLDEX. INC <br />j A' . k 7/8- GALA -IN ANCHORS. AS MANUFACTHRED BY DEWALT FIG. N'm.1 SLID PIII ) <br />j 01A-,O PANELACATE rrvALE ED AND PA4FLMATE PLUS ANCHORSA5 EMNLIACILIRED BY Saco CONSTRUCTION <br />P. `F . <br />4GOL'I:IT R m 2071 Pli.) <br />I r - - <br />��, , : Art <br />FLORIDA BUILDING CODE NI h Velocity Hurricane Zone <br />cAI]SP Itmi . - I' <br />20 GAGE GALVANZED STEEL STORM PANEL i <br />'1 <br />GLOBAL PROTECTM PRODUCTS, LLC, „" h'0Z0 <br />L E C O 1Nc <br />-,i <br />n <br />v l Ar EI+E.6P�ii €°n a :°.I. <br />. <br />� rs <br />20-176 <br />r <br />„ I_,AH;'ue �"'LwN°`w'i .'L'-.u. <br />.."D - (w)---k I (.e•Hw-a7vr <br />. • • A A r <br />.< <br />-. aP H> <br />- y.. __ - -Vr... --j `" .w DRAAANclar 74 <br />5') MINIMUM EYREOMENT OF !AKON ANCHORS ANC PANELMI FEMALE 10 k PAREUFATE PLUS ARID CONCRETE <br />III SHAL, Of T I/. <br />B." WiNYN IM LN NNr tl 4' .1 L C DE:xME OF P A > -w ✓ T CALX ANC•wPER SM I 7/ ' wr / ALL BE S . 6 Y CikACRt'TE. <br />kFl EMBEDMENT INTO MO PwiSIW MATTRM,L SHALL BE PL4NRi'REO <br />t a" 0-20 55 SITAIII ,N BOLTS IPSFET .SEML BE LONG ENO,UGH(SWOULD ANY FINNISH MATtRRAL EXIST) TO <br />ENUILGE 3,/4' INFO A•LCHORS, <br />8.3) IN CASE THAT PRECAST SCONE. OR PREGAS* CONCRETE PANELS BE FOUND ON TOE EMSIIFIG WA L.. <br />ANCSHORS SHALL BE LONG ENOUGH TO REACH THE YA41 S-'RUC'URE EEHM SUCH PARE S. ANCHORAGE <br />SNMLL BE AS YENIDIRED w 3,1) AND A 02). <br />{[) ANCHI(Mi5 6,+Gq.L BE €-eAyLEO fOtLO)IMHC LLL OF TNe' 4ECp/YENOATIDNS 4N0 SPiCTGai1Or.5 Of THE /WCNCgE. <br />MAN f . U AC'LR£R <br />11 IT SHALL BE THE RESPONSOLrTY OF THE CONTRACTOR TO VEP,rY THE SOLFFICNESS OF IF SNUCTURE WNEIE SAIVES JI <br />IS F. Bf ATTACHED TO R8uJR's PROPER ANCHORAGE- THIS SHUTTER SHAU ONLY BE ATTIEAED TO COINCRETE ELESK <br />pR WOOD FRAME >. <br />r7. 411E IN1,7,NLAn('.1 CONTRACTOR IS TO S"EAI./'CAL4k ALL S#' IER COMP'ONEMd ETX,Z WHEN REMAIN IN CON'wLAOUS <br />CONTACT' 'NRH1 THE 9MD040 10 FpdMgl CORED~ AJT-NIUSXki CAUrM ME RN. SHUT'EF TRACXS &I ARDU40 FULL <br />1ENG-114 <br />13 STORM PANEL NNSTALFATIM SHALE COMPLY MTN SPECS IIBMCFTED IN THIS LAR II'LLS ANY BUILDING AND ZONING <br />REGUUIIONS PROVIDED ST THE JURISDICTION WHERE PENYTi IS APPLIED TO <br />H# ATWN W16100w'S AND DOORS• INC. E - 2 MANG STORY PEEL SYSTEMI S PRISM POMM <br />15 (❑) THIS PKIDOC' VALIATIOFY DOCUA/E'NT (PE.O.) PREPARED BY THIS ENGNI IS GETCAK AND DOES NOT -ROVZi <br />INFORNAl10N FOR A STE SPECIFIC PROJECT: L! W1ERE THE SIM CONDITIONS DEW.TE FROM THE P. E.D <br />(D) CONTRACTOR 1O BE RESPONSIBLE FOR THE 5E.ECTEAN, OVIR RASE ,AND INSTALLATION ACLUOIING UFS SAEET'J OF <br />THIS RROUi BASED ON THIS PED PREYVIOED rE/S"E DOES NO'I DEVOTE. TRW THE CONDITIONS OfT'AILED OF, <br />TPNS CIO@UNHNT. CONSTRUCTION SAFETY AT ITI IS THE CONTRACTOR'S RESPONSIB31T'F. <br />(el THIS P'PODIIC'T EVAILATION DOCUMENT WILL BE v.CONSIDERED TAIIII IF VOC41ED- <br />(6) SITE SKOFIC PROJECTS SNAL! K PREPARED 6T A FLORIDA REGISTERED ENGINEER 39 AFY'rptECT WHICH O L <br />BECOME TOE ENGINEO.R) ER OF RECORD (I FOR THE PBOJECI AND WHq WILL RI RESPESNSTBLE FOR THE IARDI <br />USE OF THE P E G. ENCREEA OF RECORD ACTING A5 A DELEGATED ENGINEER TO THE PE O. ENGINEER, SHOT <br />SLAW TO THE5 LATTER THE WE SPFCErC DRMNA:-S FOP RENEW <br />(.; THIS R E 0 SNAIL NEAR THE ANTE AND OANGF`w S:AI. AND SIGNATURE Or THE ARDFFSSHONAL ENDwEE.R OF <br />RECORD THAT PREPARED IT <br />,a STORM PAN MAN'f DR ER L AttuRER T "3 i.AR£Y. 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