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P-Mliff/118 ANCHORS <br />(SEE SECTION EV 'i, ALTERNAIRIE EZIW ON 58EV 15) <br />I: MN`x`:_ -,3- MIT. <br />ION <br />NOTE <br />1,)(SEC NOTE 2) (Rel 2) <br />Pop <br />1 /2' 0 i <br />A, 2 PER: <br />INANEL <br />0 <br />S (INTER" PANEI.) I RJOR PANEL) OR PANEt) tIEND PAINEL) PAN), <br />SEE NOTIFT55 2. 3, 4 SEE ?40" 2. 3. 4 <br />I <br />I I i � PAMEM "If G N f <br />'A o&, to se- T­ <br />S�TEB <br />I. Lj� 1L A A 11 _"OX, <br />A <br />Jj_L.I_jj L-i ILIL 1--c- L I <br />3: AFAR L SEE More 4 3' a.- L <br />I WITT. ZEEE 3� �-C7)-,@ 3 <br />;IIJ �!Z'T)N EZI AT AT'i eNF tW El"', ON SIHILET 111) <br />+E Z I 18. <br />EZIW/18 <br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(j)SYSTEM (t) <br />SCALE: 3/32"� 1 <br />I I ­_­­ ­­ raft. P�Ap <br />SECTION A -A <br />:Ali IT <br />EN <br />.44167 <br />SIAIT D <br />etF Nr-,!F,4F F 1-flNf7, <br />ENGINEERINr. ExPREss' <br />PRoour-T EVALUATION REPORT <br />September 15 2020 <br />Applicistion Number j7e6Q. I R2 <br />EX Project Numbet 20-31543 <br />Product MainufactufEn All American Shutters and Gliss <br />Manufachria, Adch.ss 1540 Conna Road <br />West Palm Bench Fl. 33,409 <br />Product Name & Descf1pLon 24ga Galvanized Steel Storm Parrest, <br />Large MEssalu Impact Resistant <br />Scope of Evaluation: <br />This Product Evaluation Report is being issued in accordance with the requiremurche of the FlotEda <br />Department of Busuressi and Professional Regulation (Florida Builclarg Continuation) Rule Chaplet <br />61=3 005. F A C for 3talewicle acceptance per Method I(d) The product noted above has been <br />tested an(vor evaluated as staternarized berein to show compliance with the Florida Building Code <br />Seventh Edition (2020) and If.. for tire purpose Intendiscil, at latest equivalent to that required by the Code <br />RIN."Patlotion of this product shall be required fallowerig porlmoill Florida Erkakfing Code rauditi"tions ITT <br />revisions <br />Substantiating Data: <br />& V&I ON DOCUMENT3 <br />-24ga Galvanized Steel Slum, Pan.1s dIVHZ & Non HVHZ) %beer. 1 5 <br />pf.pa,ed by Engineering Express, signed & soared fly Fiscal, Bernard. P E Lq arimlegial pelf of lists <br />Evaluabon Report <br />Uo'j:lmTEST REPORT$ <br />�ta!!L SftUCtUrFII performance has been tested in accordance with TAS 202 test standards per test <br />repents) ;11BTASG- 17-001 by Blackwater Testing Inc <br />Large missile impact resistance and cyclic loading performance hoc bears tested in accordance with TAS <br />201 and TAS 203 test standreds per test report(%) #8T.ASG 17-001 by Blackwolef Testing. Inc <br />.E.* NGIn! Vll�n !:��=NS <br />CI which Ell the product based on <br />comparative and/or rationsis analysis to quality the followurV cluilign cistiffliff <br />I Maximum Allowable Spans <br />2 Minerstrof Allowable Span <br />3 Minimum Glass Separation <br />4 Anchor Spacing <br />16U SW 12'" AVE04VE SUITE 106, DEhAFIELD BEALH, FiopiciA 31442 <br />(954) 354-0660 1 (866) 396-9999 <br />TPA 4 DIENCtNIFAINUEXPRESSICOM <br />com <br />I* ­ 11LLOTO VIC INSIALLED AT EACH OPENING SKA1.1_ ALWAYS RE <br />PROVIDED Wk RDA HANDLE TO FACILITATE iNSTALIATION IF iNTENDED <br />TO BE INST LED FROM INSIDE OF STRUCTURE. I <br />E-Z HANG STORM PANEL SYSTEM <br />i9w., W.-I r. Hl�=Ll TRACICS TOP fir OOTMM <br />:.1). END PANELS SHALL jWr .11E CONALECTED TO BOTTOM TRACK <br />OTHMME A STOP L BE PROADIM AT TOP OF SUCli <br />PANELS. <br />�1) IP END PANELS ARE CONNECTED To earrom Tivictst, Cowcrsor, <br />SHALL C014SIST OF 1/4'0-20.3/4' BLS. W/ 7/6"Mx3/32' WINC <br />W OR 1/4s.3/4* Win THUMGSMW 1910 TAPPED BOTTOM <br />MACK, LOCATION OF FASTENERS MAY BE AT OTHER OF TWO <br />EXTERIOR FLAT FLANGES Of END PANEL. <br />�4) IN CAW THAI END PANELS ARE NOT CONNECTED TO BOTTOM <br />TRACK ((I.. A STOP BAR IS ONRY USED AT TOP) AT LEAST TWO <br />PANELS SHALL BE CONNECTED TO BOTTOM TRACX USING SPECS <br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF <br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION <br />t !NSTALLATIONS ONLY vAliD vrp vw,� <br />UP TO l7a <br />21 WE G&VANIZED STER STORM PANEL <br />GAG <br />GLOBAL PROTECTION PRODUCTS. LLC.1 <br />IfIrd S.W. �l <br />FBI- <br />20-175 <br />IRS <br />"F N�GINEE RING <br />t Page 2 Of 2 <br />All American `�hutters find Glass - 24ga Gak anized Sted %,nm Panel% <br />No 33% increase in affowattle Stress has beers used in the design of thin product. <br />Separation train gle2ing I% not Inquired for Installations outside at wind zone 4 and essential facilities <br />Impact Resistance: <br />Large Impact Resistance has been deasunsholoclas Evidenced In previously Wild I"I report(%). and is <br />accounted for in the engineering design of this product <br />Wind Load Resistance <br />Thm ptotiuct hai bern designed to resist wind loads as indicated in the span schedule(s) on the <br />Piciduct Evaluation DmUmont if a engineering drawing) <br />Installation <br />This product shall be installed in strict compliance with its respective Product Evaluation Document (I a <br />engineering drawing) along with all components noted thatelis <br />Product components shall be of the material Specified in that product s respective Product Evaluation <br />Doonnorif (I a enomenting drawing) <br />Limitations & Conditions of Use: <br />Use of this Product shall be in sitic-A accoclariuv witti tire itispective Product Evaluation Docurrient (1 0 <br />engineering dirawerig) as noted herein <br />All supporting hear Structures shelf he designed to rental all superimposed loads and shall be of a material <br />:Puled in this Or Oduct's respective anchor schedule Host structure coricistion6which are net accounted tot <br />In ties Product 6 lospective anchor schedule shall be designed lot on a site Specific basis by a registered <br />professional engineer <br />All components which Are permanently installed %hall be protected against corrosion, contamination, and <br />other such damage at all tImsd% <br />This product has been designed top rise within and otilside The High Velocity Hurricane Zone 4HVHZ) <br />Respectlitiliv. <br />i ' jilk lionlardiss. PL, <br />ENGINEERINa ExPREss4I <br />AIR)040549iCen Auilf, 9885 <br />160 Still 1211 Avilhult SUITE 106. Deartlitti.0 BEACH, FLORIDA 33442 <br />(954) 334-0660 1 (666) 396-9999 <br />TiAMOEHISINVIRtNaEN0110111S. CON <br />EnGiNtestiNGETeRiss.com <br />7­1 <br />7)), <br />4'40A W <br />­Q <br />10 <br />Al <br />E­ <br />Us ITT <br />Lk <br />Lr) <br />Ef) <br />-T <br />3 o <br />_,Coo" <br />C: <br />BN NT6A <br />LF, <br />�­R 119, <br />11 IT <br />jr, <br />�� - n I'r �T, <br />URA, 1,' ;,­3 <br />ert K-u. �d�t a A, <br />'v IT,1 <br />0 v n' Ncliou "Hen I I .A A IF <br />6zill, <br />'IT I <br />qll <br />UT <br />NOT IUj <br />OF, <br />NFT <br />Ic <br />-F.-T <br />I'M -11"..., <br />'o'cHiDLUE, <br />7 0.5 <br />Al� "1., 1, C :IT <br />-AFFIANKER-Rc <br />"e- 20-31543 <br />IV E <br />If TIME <br />lis"TOM cl III <br />1C. <br />re, <br />r -1� <br />Hd fjj f <br />I -I- I MAIXIIII-A IIIAI.. NETil ION <br />INSTALLATION DEIAILS FOR SERIES 2000 E-Z HANG STORM IPANELJ.� <br />INTO POURED CONCRETE, CONMIL-21M. ANDY000 ST UCTVff,$ <br />VK E U <br />OIZIRE'T17000AN 4,0 TAPOON <br />CONCRETE BLOCK ANCHOR 0 12, D.C. <br />RLOUHREO, <br />j <br />1/4'. TAPICON 114.1* NEX HEAD TEK *DOD HCA011F J14.1* MIEK SEAD TEX <br />FROM SCREW 0 A/., FROM <br />AMC SCREW 0 4 Rro"Rry <br />MOR OC, <br />EDGE OF' EDGE OF <br />09 <br />1/2 <br />AT IT I <br />MIN 1/ 2' FIRAL <br />4 <br />IE­SEPARANON- <br />EX ST1,49_11 GLA E IS -SEPARATION A/Ir. <br />it To 55 <br />.�V,NLQ Me to CIASS ALUAIINU POP <br />r L= GLAS"t'-f Rivic, <br />IT <br />6,-0* O'_O <br />MAX S VAX <br />i PAMn LENGTH SI IT PANFi. 6 <br />dsa�@ <br />Ad IF I LEFIGH <br />st <br />_1L <br />M101 <br />.14r* :t--SEPARAT)ON c .,WMREW 50 <br />1 10 CLASS <br />wi <br />OF 1" <br />Tl+Uw"CRFW <br />L <br />1 4`01 TAPCORI ANCHOR <br />4 12, CC. <br />1/4-0 TAPCON EXTSIT 2*.41 WOOD <br />ANC14OR 0 17, 0 C CVrsn;WouBEO <br />Re OR FLAT E <br />M BLOCK REEPLARCE) <br />CONCRETE <br />ENDURED <br />WALL MOUNTING WALL M9AINIM <br />SECTION EZI RNATIVE EZIW <br />ScAtE 3/8-1., SCALE 3/6-1- <br />FLORIDA BUILDING CODE (Won 111119IN velocity Hu One ZoPM)l <br />EL LENGTH <br />MIN. o.441 T&MM M 24 GAGE GALVANIZED STEEL STORM PANEL <br />I INSTALLATION ARE ONLY VALID FOR kw- A'S D SHALL BE 2 -6* IN <br />PIESIGN <br />PRESSURE RATING +/- 40.0 Ps f AND 6 -0 MAX STAn 0 <br />PANEL LENGTH. I I L E C 0 1 it c GLOBAL PROTECTION PRODUCTS. LLC. MET, <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4mv � SIR I s�, <br />awc SS". <br />MEMBERS 10 BE SOUTHIERN ;IMF, No 2, W1 SPECIFIC WR FIT' 20-1175 <br />DENSITY OF 0 55 OR EQUAL <br />A. Rw L <br />F1,01.1,64 UF A 87 $am ITE (IF is <br />ALL AMERICAN SHUFFERS AND GLASS <br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) <br />YVIDTH UNLIMITED <br />PAN <br />(PERR TO PANEL S <br />TOP MOLINT (CONN- TIP. <br />TYPE AS RLQ D) <br />UOPTIONAL A`-20 STITCH <br />BOLTS WrT H WASH ERED <br />WINICNUTS FASTENED <br />OVERLAPS 0 MIDSPANO(US�E <br />""'e" <br />T <br />:MN IS <br />ER, <br />M <br />APPROPRIATE SPAN TABLE) <br />PLAN <br />PLAN I.. <br />Tj <br />010TTOM MOUNT <br />ICCINN TYPE AIJ <br />RI!Q-D� <br />N'Pto'"l- <br />M BE AT 7611" _1 <br />Aleo,rom --- <br />TYPICAL VER I ICAL MOUNT ELEVATION <br />N T S ELEVAIT014 <br />rap MOUNT ILTHAK <br />CC TYPF� (SPAN "ME <br />AS RtqD) .0851"ItUrTION) <br />BOTTOM <br />qMOUNT <br />CYNN TYPE <br />AS RE(TD) <br />(LCCAFTON MAY VARY) <br />TOP MOUNT <br />(CONN TYPE <br />As�REQIY) <br />BOT TOM MCHUNII (CONN-/ <br />rNFE AS Req.D) (SPAN BELOW <br />OPIE3TRUCTEON) <br />PANELS MAY Be V40TCH ED AS REQUIi-F-D OPTIONAL Y4'-10 STITCH <br />PROV M THAT CONNECTIONS AND BOLTS WITH WASHERED <br />U� VJINGNUTS FASTENED 6 <br />ANCHORS, ARE 'to wHA;H SATISFY OVFFZLAPS 9 K DSPAN (USf` <br />SPANS ABOVE IS BELOW OBSTRUCTION , APPROPRIATE SPAN TABLE) <br />VERTICAL MOUNT ELEVATION <br />(NOTCHED PANELS) <br />11 1 1 ELEVATION <br />ALLOWABLE PANEL SPAN & GLASS <br />SEPARATION SCHEDULE: <br />�4 �,AUGF PANELS <br />MOIRMUIA STORM PAPILL <br />% I-ARANON I ROM <br />I"Wit, WIND 20104 4 IS ES%tNTlAt fAro ir7f s) <br />- <br />W <br />DISPIRIT A,U__GW_A,1_kU <br />IN%1AUAlONS ti'M <br />NSIAj fA rKUNq,,;R[ATr�f <br />SPAN 11 .1.1 <br />niAN 0ASOVE k5fukUk <br />I MAN 90, ABUn G.Au <br />606'. <br />2 16 P. <br />2_16 is, <br />*lido <br />z 16 IF <br />-10 Ilis t... <br />6tic. <br />to ill <br />/w Ot <br />ON <br />IS N, <br />:za <br />135 Us <br />. ... . ....... <br />SPAN SCHEDULE NOTES: <br />1, ENTER SPAN SCHEDULES WITH NEGATIVE <br />DESIGN LOAD 9 PANEL FASTENER SPACING TO <br />DETERMINE MAXIMUM ALLOWABLE STORM RANK <br />SPAN. SCHEDULE IS ACCEPTABLE FDA USE WJITH, <br />POSITIVE LOADS LESS THAN OR eQQA1. TO <br />NEGATIVE DESIGN LOADS, <br />2 "PANEL FASTENERS' ARE STUDS USED IN <br />CONJUNMON WITH ALL MOUNTING "TRWONS <br />I �V TRACK, STUDDED ANGLE ETC) USE 6 25 <br />0 C PANeL FASTENER SPACING TABLE VALlUES <br />ALL H` AND'U*-HEADERS (INCLUDING PT I.= <br />FOND] 'ICYNS) <br />3 LINEAR INTERPOLATION BETWEEN LOADS Is <br />ACCCIPTABLE. OTHERWISE USE NEXT HIGHER 10413 <br />M�NJMENTFA SPAN '-< Eilol.li.F W1rTT POSITIVE DESILIN LOAD TO GRE.TERMINIE <br />UM ALLOWABLE SEPARATTLOPI FROM THE OPE14ING TO BE INICITIEC TED <br />W. SCHEDULE IS <br />REQUIRED FOR USE WITH POSITIVE LOADS ONLY <br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER <br />LOAD - <br />3 FOR INSTALLAVIONS, OUTSIDE OF THE HVEIZ AND OUTSIDE OF ESSENTIAL <br />FACILITNES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION <br />SCH�NLECIS 01,01TIREQU=ND NO MINIMMM SEPARATION FROM THE <br />PRO OP 4 Ill IS RED <br />FRANK <br />0141'. <br />MAXIMUM ALLOWABLE <br />silgill, <br />1W <br />DFSTGN PRFSSURFS: <br />10:54 <br />11 001 <br />1, <br />Fwl, NOTED IN DESIGNI <br />DESIGN NOTFS: I 5CHEDULES <br />POSITM AND NEGATIVE DESIGN PRESSURES CALCULATED <br />USE H T IS SISTEM HALL BE DETERMINED PER <br />S E E G INEERING IN ACCO BICE VVITH THE <br />ERPGNG I E IREMENTS AS <br />I <br />RMI I <br />COESSURE <br />NY A MANDE I H , 2 AND 04AP <br />16M OF THE OPJOA BUILDING OF 9 ALL BE LESSWAM <br />erg <br />UAL TO E POS Ik N ATIVE DESIGN <br />01, UR RVISOLPISIT <br />PRO E CAP.CIT, <br />P. � - I <br />Ill DHEWN FOR AN' <br />ASSEMBLY AS SHOWN <br />GENERAL NOTES: <br />01. <br />J. rHLP1PECIFl<ArfON HA_- BEEN DESIGNED AND SHXLLBE %BRICATED IN <br />-, THE --C <br />ACCOKIIANfEWITH III G CODE <br />0. <br />SENTON7111 EDITION N)E AND OUTSTO OFNNE HVHZ, Peg <br />'00 <br />L�i$ <br />J20% <br />TA1,20LIVIAND IIIIES11ROICCOUS.CONTRACTOR HALLINVESTIGAT! <br />AND darDEM To ALL kL..LDMG CODE AMENDMENTS WHICH MAY <br />APPLY. DESIGN CRITERIA 91YON 0 AS STATED Htliffol MAY RICRTIFTE <br />ADDITIONAL SITE-SPErIFIC -0 ENGINCERINC, <br />2 NO 33�1/3k% INCREASE IN ALLOWABLE "TIUSS, Has BEEN UGSU IN THE <br />DF&I OFTHISSYSI". <br />`* <br />3 Y-19 ARCHITECTIENGINEER OF RECORD FOR THE PA03trT <br />56F ASTILUCIII REWITH WHICH THIS DPIQN IS USEDSMALL BE RESPONSIBLE <br />FOR THE INTEGRITY OF ALL SUPPORTING 1JRFACES TO THIS DESIGN WHICH <br />SEAUL BE COORDINATED BYT" E PERNn77NG coNTAAcirctit, <br />4 SePARAT ENGINEERING SHALL BE RqUIRRO ITT <br />TO <br />ORDER D6TVFiATE FROM LOA I, AN It <br />H E A F I IT. C C J N 7 A r T T H I S E N G I I �E F% DF eOFRL IcTREO"N J AT ED n PSAP f I CIA LT, NZAARe, D, A 6 <br />HAY 81 'EM9M. <br />�2 <br />5 "1 De"AffLED HEREIN IS GENERIC AND OCES Ron PROVIDe <br />I"FORN&TI NPICAASPECIFICSITt FCR Sat CONDMONS OtpeeftflITFROM <br />rION <br />THICC11010 SDETALLLDHLPEIK,ALICENSIOENGINDERORKEGMTERED <br />LUI 1 2 r, <br />AR1PItiICTSH,,LLP STAFF SITE S�ECIFIC DOCUMENTS FOR USE IN <br />CORLUIC <br />�FJTUN lym, His DOCUMeNt <br />0 RRESSURESNUTED HEREINARE BAWDON MAXIMUM TESTED <br />P4A,,rGN <br />RIE, DIVIDED BY A Tf FACT <br />bAll 0 01 4RIMSAI! GRADE S UNLESS NOTED <br />rr Ea�ltrs'rA."I'AST"EN'EIOS'SMALLSECADMIUI.�fUIT CLYM.-EFloill <br />r -E <br />I, ECIFII <br />CO tROSION-RESISTANT 14ATERIAL ANDSHI <br />W, <br />ED 'IFIN <br />AWN94UM STIOLIMAEV BECTION 1.3 BY THE ALUM NUMASSOCIA <br />&ANY APPLICABLE FEDERAL., STATIISNI A.� I <br />AU. -APT PANELS SMALL 5 IT 14.A G <br />2 STORM PANELS SHALL CON FORM TO 4STIA A632 STRIJURTRAL-QUALItV <br />STIT CA00okLVAN=I)COAnt4GWIIMAMIN��UM�V.46.IKSI <br />L�� <br />20. ALUMINUM EXTRUSIONS SMA" 09 6UG3-T6 ALUMINUM ALLOY, <br />UNLESS MOM Onli I WISE. <br />12 TOPS110TIUMO A1UfiSE0WNMANRE1N1fKEANG1!uASF1I!Lc, <br />"" <br />A BE N OUNTED VERTICALLV 04 <br />_j <br />,',00r',OT'A'LL"I'A','A',�LI'ML.' <br />IZHI. CONCRETE 6 CHOPS NOTED HEREIN �HXT�Sfi EMBEDUILD rci <br />-A <br />NO CRACKED<ONCItE1E ONLY, INSTALL ALL(ONCKETEANCHOKS PER <br />NAN UFACTURekS RECOMMENCTATION6 To <br />I a, Till r ONTA <br />INSLILAn OR <br />R is Kato P151 PROTLcT A. <br />MEMBERS FROM DUEMILAR MATERIALS TO PREVENT ELECIROLV919 <br />24, ENGINEER SEAL AFFIXED HERETO VALIDATES STRQAAL DESIGN <br />SHOWN ONLY, USE Of THIS SPIECTFICATION BY r.Cj TRA <br />Is <br />'A <br />111DEMMIMFES 5. SAVES HARMLESS THIS VGINEERNFTO! X. Cost, 3.1 1=' <br />NCLUCLING LEGAL FEES &APPELWE FE . RESULTING FROM N A: - <br />FABRICATION, 911�" IFIECTION, & CONSTRUCTION PRACTICES IN! 'ON D 111.10 <br />wit". LECIUED FOR .1 LOCAL, STATE. s FEDERAL Co.n a FBO. <br />NS OF TELLS PLAN <br />DEVI*O?e <br />if <br />Ij IT AS EPRMSL PROVIDE ME11I,,N1 A0DrrTe5NAL <br />COATIFICATIONS OR AFF ATIONS A RE N`E <br />IBM D <br />It. ALTERATIONS, AID ""ONS OR or" <br />ARE NOT <br />PERMITTED A WITATIE THIS CtFor2FICATION <br />PANELS SHALL SENP'ERMMAN PETTILY LASELRD'WITH AMIN LM OF(I)LA91t <br />........... . .. <br />ORIDAPRODUCTAPPACIVAL <br />20-31.543 <br />VISIT ECALCACIIS1643 IN PAGE IT �.. <br />F.0 <br />T INIMUM ALLOWABLE SPAN SCHEDULE <br />TOP <br />MOUNT <br />F,, <br />'as <br />L <br />0' <br />Cr <br />ir <br />ZA" <br />M <br />OWNI-1j, sk,�, <br />0, <br />Ir <br />IT <br />Ir <br />1F <br />2f- <br />-Fr- <br />-24, <br />2r <br />?r, <br />IN I J� . <br />.;;, <br />F <br />Fr <br />-F F <br />- <br />?F-.2--17 <br />-r <br />U, <br />27 <br />23 <br />2ar <br />8 <br />2.ST1lSslT,dAr <br />. Stl� <br />23' <br />211 <br />IS, <br />1 r <br />_5F <br />30` <br />311 <br />11" <br />30' <br />-,W- <br />011 <br />V <br />It* <br />331, <br />hLPfrbTA'F` T­k <br />24" <br />W <br />21' <br />AW <br />W <br />197" <br />I <br />lita <br />zs"- <br />IS, <br />zs��_ <br />Ir <br />"r <br />SEE <br />10 <br />- <br />- <br />Owed McM <br />211" <br />24" <br />24' <br />� IF ?ii;� <br />_�_ <br />-w- - <br />-0 -, <br />- <br />2. <br />2C <br />2 <br />5w. � �11 4=� <br />T <br />0. <br />'UN <br />01 <br />.1-z- A <br />re <br />N <br />V) <br />Lf) <br />j <br />SIFF <br />1AMIENIM, Ill 1; $� CIR. 25 <br />fter, I" "Ask R,), ..- -1 MooAmlit, -ni- &NONN, 1. EIT. ri-N611 <br />I PTIONAL INTERIOR FASTENING DETAIL <br />�Ly_�14�T S I <br />LU <br />cc <br />cc <br />F_-Z-2. <br />* <br />HO, <br />VNl-PvT­R-Vff-N1' <br />< <br />0�4`p <br />viu. W, Wsw�p% <br />IJ <br />L. <br />010 D. <br />M0F IT <br />TRIPS Awlft .1 <br />&YAQ0.0 <br />20-31543 <br />.-hr, <br />of <br />,.NF, Rduici�­^ <br />1INTIESS PANC(I <br />�P IQJN GRE PANEL DETAIL <br />M L <br />'INTE.I.. IWI E <br />Is <br />51 <br />lk 11, �001 <br />0 QSSW <br />0 <br />I zb 4� r X _5 <br />A JZV <br />1--.- -1.4 UA2S I CA <br />TYP., .3 T <br />IF <br />If D&2' <br />%TZ L <br />1930" 1.9301, il 062 - <br />a (=)0k2 _3 7 <br />2020 -4 2,DOT <br />@-IiNGUE C <br />3 300" MAY 0 113" <br />[I Mat�h 13 0. <br />L 0,179. <br />PANEL COVERAGE - <br />I. , 1�.. L If I., <br />-14.675' PANEL LENUT <br />&TH) <br />IT <br />DOOD" HAY BE <br />tL SJEN1111 th <br />TYP <br />6r <br />1 0 376" ENIN <br />1 �11,1614" <br />4_ 0, 090 <br />TYP <br />F 55" <br />�iqo <br />1:t A, <br />LEC <br />DIAT:TION <br />R=Ib <br />MCK fExm= <br />1.010 <br />QV=P <br />4- M1. 4X &2M!MLMldr DETAIL <br />2r MAV, <br />MAX. <br />W ..ITT' LLJ <br />BUILD OUT <br />IJ <br />I 1. 11.1 ICA <br />LOW <br />IV All �.V, 1 P1,41 <br />ill - N, EMBED V PT <br />I.- wsx <br />1000, <br />3 921)" <br />t,,=4 OVERLAP <br />A <br />OV, p 'M' <br />25' MAX F <br />-C�l 4T,1,W <br />nw� MIN <br />IMAX MIN <br />In, I.' 1-T <br />_Er.,BED <br />gk, <br />0 Nr Es. 11 <br />ITINE, 11 <br />N-31541 <br />=KIM <br />EMEIEnEm <br />EE01 <br />FM <br />on-0y, <br />f�Fqq//2, <br />ax <br />WO <br />EMIMISIMN <br />BENIN <br />111111111 <br />1 <br />1 21� �� MMTA." I <br />Als, �on <br />AUCH" PRZ"URE <br />Type (INIFT <br />CON" 111111,49 <br />a C2 CA C4 <br />V1 11 C3 C4 <br />III . cl <br />114" 11" 1- 33 <br />,A, K "`X <br />40 <br />5 <br />,ir <br />12.5" <br />16,0" 15.0� <br />10�9' <br />IL5� <br />� <br />16.0" 7�5- <br />22.51- <br />16.0" 26. " 6.7' <br />isso" ide� <br />Is a-, ts,�, <br />IIS. <br />a a- 4. n <br />11,2 ;; <br />7. S' <br />IZ.5" <br />16M <br />14.7" 6.U' <br />12.5" <br />10.0-14.7 .0 <br />_IL.5" <br />�2 T' <br />_16.9' <br />1, 'a <br />LIZ' 14," <br />12 V. <br />IT T. <br />IS a.- <br />15 a <br />S a' <br />n S. <br />12 S' <br />IN. 6 <br />34 0" 14 7' 6 D" <br />I V2CMHAX- 33 <br />WOOD SCREW 41 <br />41 <br />71 <br />_12.51 <br />HLo_ I&V <br />10 <br />- <br />12.5' <br />16.D' 30.8' ,2' <br />16.0" 14.1- <br />&,- <br />12 S" <br />ASA" <br />9 7" S.W' <br />V,T� <br />M.0" 9.7" $�V' <br />_ILIL <br />11.1' <br />LZ S` <br />1: 0" 11�1� <br />16 01' 9,11, <br />I 1 <br />5�6- <br />11 T <br />12.1" <br />1,1: <br />9.6" 56' <br />11.1: <br />12 "' <br />1. 11 1.1" <br />16*0" W <br />V4 Is �Jls olifeir 33 <br />TAP CAN 4 <br />40 <br />ON-amomum sa <br />1Z <br />U-S, <br />16'a" <br />11.5" <br />124, <br />1 10,Z <br />1 6 QT' 13.3 <br />12�!V' <br />16,0 <br />9.2 <br />0, <br />1.2' 9.." <br />Iz.V1 <br />-725-1 <br />i 6 011 1, <br />12.sT <br />16 .0 <br />g, 1., <br />12 5 <br />- <br />%610 1.1 <br />17 6" <br />7011 lo$, <br />1401, oil, <br />12 , 51 <br />12 S. <br />1�1 a' <br />ISAII <br />I <br />60 <br />A <br />225 <br />W, <br />�::" S,t' <br />1. 1 <br />V.7r.-fillsium- 23 <br />All 41 <br />'"KID, ousylmc 46 <br />it <br />1 <br />1.2.5 <br />6.01 S. <br />a 51 <br />S. - <br />IT=- <br />73.1. 53. 43. <br />L1,11, <br />%da, y 0*1 <br />AZSE' <br />IZJ" <br />40' 4 3- <br />5 23- <br />12.4' 4.11" 4.2- <br />L2.5" <br />ISA' SN' <br />6,25" <br />2Z.J" <br />4.7 4.0' <br />6.25" <br />12.3' 4.7" 4 Q` <br />a�� <br />J4.z-, <br />2=1 <br />T� <br />7 in. <br />&25' <br />17.1- 4.7" . 0' <br />TIES, <br />IZIF. oV, <br />ANCHOR NOTES: <br />I TiFICHOR SCHEDULE APPLIES To ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES <br />MAXIMUM ALLOWABLE ANCHORSPACING MA?UMQM ALLOWASUE SPANS AND PRESSURES INDICATED <br />IN SPAN SCHEDULE SKALL APPLY, <br />EINTEAL ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EYISTING 57RUCMRE <br />MATE RIN- A ANCICR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN <br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OP. EQUAL TO SHUTTER 5-PAN.$kLe'l <br />CONNECTION TYPE EASED ON APPROPRIATE MOUNTING OCINDIFTION (SEE MOUNTING DETAILS ON <br />SHEE� 2 FOR IDENTI FICAFION OF CONNEC1 ION 7YPE), <br />I PANEL FASTENERS" ARE STUDS USED IN CONJUNLTION WITH ALL MOUNTING EMUSIONS <br />('B�TRACK, SIUCIVED ANGLE. LrC I USE A 75" O.0 PANEL PAXIVNLK ­­ TABLE VALUE5 VUH <br />ALL'14"- AND 'U'-HEADEPS (INCLUDING SUILDOLFT CONDITIONS) <br />4 ANCIEPORS, SHALL. BE INSTALLED IN ACCORDANCE WITH MANUPAL-rIJP.ERS'kECOMMENCIA*rtONF. <br />S� HOLLOW DILOCK HOST STRUCTURE SMLL CONFORM TO A57,M C90 INLOCK. <br />6 MINIMUM EMBEDMENT SHALL OF AS NOTED IN ANCHOR SCHEDULE <br />MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SILK03, FOAM, BRICK, AND OTHER WALL <br />FINIS14ES WALL FINISH eS SHALL BE LJMII LID TO L/4" MAVOR SHALL Of VERIFIED By OTHERS TO <br />ADEQUATELY TRANSFER LOADS TO HOST STRUCrURE <br />6. CONCRETE ANCHORS, NOTED HEREIN SHALL BE EMBEDDED TO UN,CRAC0D CONCRETF. ONLY <br />G WHE RE EXISTING S FRUCTURE LET WOOD FRAMING, EXIST] NG CONDMONS MAY VARY. FULD <br />VeFury THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING ME MBERS, NOT PLYWOOD. PAISTEIIIING <br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECEE, <br />to WHERE ANCHORS FASTER TO NARROW FACE OF SILO FRAMING. FAsrecim SHALL DELOcATED IN <br />CENTER OF NOMINAL 2" X 4' (MIN�s WOOO STUD (Y," EDGE DISTANCE IS ACCEPTABLE FOR WOOD <br />F"AMING) 0000 SIG CISHALLSE "SO1JTHERNI`JNE'G-O 55 ORGREATER DENSITY, LAG SCREW <br />SHALL 14AVE PHILLIPS PAN 14PAD OR HEX HEAD, <br />I I REMOVABLE ANCHORS ARE OJEWALT PANELMATE, ALL -POINTS SCLID�SET 11, BRAS5 BUSHING <br />12 MACHINE SCREVES SHAL-L HAVE Ill- MINIMUM ENGAGEMENT Of THREADS INTOTHE BASE <br />ANCHOR AND MAN HAVE EITHER A PAN H Aali TRUSSIHIMA� OR WAFER HEAD (SIDEWALK BCILT) U N.0 <br />11, C� <br />MINIMUM EMBEDMENT AND EDGE IST Nce 0 'LU G STI)COO Oft OTHER WALLFINISHES <br />14, M DEEIGNAtES ANCHOR CDNDtT1ONS WHICH ARE NOT ACCEPTABLE USES <br />is * DIRECT MOUNTING CONDITIONS <br />tE LINEAR INTERPOLATION IS NiCs"PERMITTED FOR USE WITH THE ANCHOR GCHEDULES LISTED TIN <br />TKS SHtE-r <br />DOM <br />LAW <br />so <br />F4 <br />ul <br />3� PI <br />Q <br />1 20-31543 1 <br />Q) <br />W <br />70 <br />> <br />0 <br />0 <br />(3) <br />0 <br />0 <br />0) <br />CZ <br />-0 <br />(a) <br />0 <br />(_5 <br />-0 <br />0 <br />C__ <br />L_ <br />ED- <br />(a) <br />CU <br />C_ <br />C) <br />.0 <br />-I-- <br />CU <br />. W <br />0 <br />CZ <br />> <br />U) <br />-0 <br />Q) <br />Cn <br />E <br />, <br />0 <br />0 <br />L_ <br />0- <br />:-E <br />1— <br />-0 <br />. - <br />U) <br />C)- <br />< <br />Z <br />Z <br />W <br />mi <br />(D <br />U) <br />cz <br />0 <br />L_ <br />0_ <br />0_ <br />0 <br />Cu <br />0 <br />a_ <br />U) <br />CIO <br />120 <br />W <br />Z <br />__j <br />SHEET NO. <br />SH <br />1.5. <br />