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<br />GENERAL NOTES: VALID E-Z NANO STORY PANL1 SYSTEM
<br />I E -Z HAND STORY PANEL SHOWN ON THIS PRODUCT rvAIAIATION DOCUMEM (PE 0 ) HAS BEEN VERIF;ED FOR COMPLIANCE IN 8 1) MINIMUM EMBEDMENI DF TAPOON ANCHORS AND PAN'ELMA,E FEMALE 10 a PANELWAIE PLUS INTO CONCRETE
<br />ACCORDANCE W17H THE 102D (7th E0171ON) Of THE FLOFUFM BUILDING CODE, BLOCK SHALL BE 1 1/4'
<br />DESIGN WINDIDACS SHALL Of DETERMINED A5 PER ECTIDh 1620 F iM' A 'MI E 5 0 C ROVE COOL. 9,2 EMBEDMENT F ) .X -N 0 7 e• P I ANC )' I Cµ ANCHORS SHALL EK IS B INTO CUNCHL IC
<br />VALE E IN
<br />FOR A WI REQUIRED Ifl J R tl N *HIRE I B T NU SPEED AS EOU ED BY L V H„OIG 0 f C Wf..'E THU 1 P$ Wi.l BE INSTALLED AN T C I AL U D NO EM N 7 FINISH i BE20 M O ANYLS ER.AL SHALL 8F.
<br />NO EMBEDMENT N 1'TE D.
<br />FOR A DIR T III 1 F.0 KIWI. ACT Nd-0B USA, A9 7-T6 AN9N 1. NOTEXCEED
<br />% : 1N' x A DN 5 f CC D A. E GkEO L MAXIMUM (.S t1 4' I- p SIDEWALK
<br />/ 2 55 5 OEWAL BOt TS USED SHALL 9E LONG H I r 11 I T CD ENCIK. (S roULD AN NISf MA ERAL EXIST) in
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<br />DGJON PRESSURE RATINGS INDICATED ON SHEETS 25 At 26. ENGAGE 3/4" INTO ANCHORS,
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DCIERMIN(D PER ASCE 7-,6
<br />SHALL BE HOST REDUCED TO AS D. DESIGN WIND LOADS fly MILLnPLYINC THEM BY 0 6 IN ORDER TO B 3) IN CASE CHAT PRECAST STONE, OR PRECA57 CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (ASO) OCSK;N PRESSURE RATINGS INDICATED ON SHEETS xS At 25 ANCHORS SHALL BE LONG ENOUGH TO REACH fHE MAN SfiiUCTURE BENNO SUCH PANELS, AW40RACF
<br />SRALL BE AS MEYNDONE'D IN 8,1) AND IN 8.2r.
<br />IN ORDER IO VCRWY THAT COMPONENTS AND ANCHORS ON THIS P.ED- AS TESTED WCRC NOT OVER STRESSED. A V% TNCRLASE.
<br />IN ALLOWABLE STRESS FOR WIND W I T ANALYSIS i C A&F. 5 CSS 0 1 U LOADS AS USED N THEIR ANAL �15 FA5 HERS, SPACING - WO N
<br />EIDL L .r C O0 OD 14A_ BEEN
<br />OETERYINCD IN ACCORDANCE WITH N. 19 A ACCO OA F. U S. 70 fL) NCNUFA SMALL BE INSTALLED FOILOMIP; ALA. OF THE RECOMMENDATIONS ANAL SPECIFICATIONS OF ?HE ANCHORS
<br />MANUFACTURER
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<br />PAN 'C p F f 1 STt1PN EL .. ADEQUACY OR IMPACT AN A X:UC R IN9 N VERIFIED IN ACCORDANCE EQ D ESISTANCE 8E£ K CD -WITH SECTION IB B OF
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<br />TH V N A P F N TESTING f < 11 IT Ill RESPONSIBILITY E
<br />MPN OHEU CODE S ER ENCSTTUTKI EST NG U10CRATpFN,. N.. REBURY 17bJ2, AS PROTOCOL 1A5-261, NL BC NNE10IREOF THE VERILY THE SOUNDNESS Of THE STRUCTURE WHORE
<br />202E CHORACIOR S
<br />TAS-202 AND 7A5-20l. 15 TO BE ARA;.HEP TO INSURE PROPER ANCHORAGE IRIS SHUTTER 51W1. ONLY BE ARAA:HED CO CONCRETE, &OCK
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<br />2 TITS SYSTEM Kk% BEEN DESIGNED r0 BE INSTALLED ON THE OU75(Uf Or 74E OPENI ACCESSING lilt OPENING FROM THE UR WOOD FRAME BUILOINGS
<br />'NSIOC W/O THE USE OF A LADDER OR LILT T145 APPi I(ATN)N IS VALID WHEN INSTALLATION IS (NTENDED to RE PERFORMED 17. THE INSTALLATION CONTRACTO4, 15 TO SFA./CAULK ALL SHUTTER COMPONENT FDCfS WHICH REAWN IN CONTINUOUS
<br />FROM 111E INSIDE Of STRUCTURE- CONTACT WON TAR'. BUIt DING 10 PRFVFNI WINO/RAIN INTRUSION CAUIX AND SEAL SHUTTER IIfACKS A) AROUND IOU
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<br />J. 5 LIDO INSTALLATION IS AP U' LE 0 SINGLE AN I E M N H i WR U 0OL BL LING SINE WINDOWS WHEN !NSTA.I.X116N fT REOUIRE(I n BL
<br />PFRrORMEO FROM rNE INSIDE Or TROT. dlRT 1.3 STORM PAIAL IN%IALLAM)N SHALT (,'(IMPIY Wlrll SPECS INDICATED IN THIS DRAWING rtuS ANY BURCII AND CONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PFIRMfr IS APNIC-CI TO
<br />1 I 1 SCR ES 70G I I nl / R T H I U N5 NL IQr APPLICABLE, 0 SINGLE AND DOUBLE HUNG, AND lNt1IUNiA St. UY N\ SEil.t WINDOWS, WHEN
<br />INSTALLATION IS RCOVIRCO TO BE PERFORMED PROM THE INSIDE OF STRUCTURE II ATRIUM WINDOWS AND DOORS. INC E - 2 HAIR: STORM PANEL SYSTEM- I$ PA7FNT POIDIND
<br />5 All ALUMINUM EXTRUSIONS TO BF 6063-16 ALLOY AND 'EMPER (UNLESS OTHERWISE NOTED) III 0) THIS PRODUCT (VALUAIION DOCUMENT (F E L'.) PREPARED ED THIS ENGINEER t5 GENERIC AND DOES NOT PROVITIL
<br />INIORW71ON FOR A SIT[ SPECIFIC PROJECT; L. EVIATE WHERE THE SITE CONDITIONS DFROM 'HE PET
<br />B. AIL ALUMINUM ^.MEET METAL USECI AT Ct O%LIRES"I.I, IIAVC 3105-1114 ALLOY.
<br />(nJ r oN;RAr DR rO BE RFSPON UrnH THE SELECTION, PUKHASE AND INSTALLATION NC D MD LeE Of
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<br />T All STEEL. 5wEL7 MI:IAA. VAWElS SHA(l HAVE S,RHCiIIRAt IIaN1IY 9'iF:F.1, ASIM A-�65J (7TEAn,. �D Arm., OAVANIlEO S1ECL IRIS PRODUCT BASED ON THIS nL.O PROVIDED rIF/SITE IX)f5 NO, DENTATE FROM ME CLINgtt(M75 !R -iN1E0 ON
<br />DESIGNATION W/Fy. 58.5 AAi (AFTER ROLLED). THIS DOCUMENT CONStRUM. Ni SAFETY AT SPFIS THE CONTRACTOR'S PESPONSIIRCTTT
<br />a A SCR T TARE.' A i - THIS PRODUCT
<br />t EWS 0 BC 3 1 1.. 95 'STEEL !0 DR 3t6 NS SERIES UN DDRRD51 RESISTANT ANT N . P 11 1T_ CORROSION [S5 COATED CARBON STEEL kH DIN (.EVN UAr10N DOCUMENT WILL kiF CONSIDEREDA M I I Au )LL NVA.16 MODIF Ef.
<br />5I3018 W/ SO Nv nf1.0 51RENCTH AND 9n .R, TENSILE STRENGTH a SIMLL COMP1.'r Of/ FLORO3A Bu11.DINC CODE SECTION 241 1.3.34
<br />III) SITE SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA RCG151ERFD ENGINEER OR AW.mIIECI WHI WILL
<br />9. BOLTS TO SE ASTM A -SALT GNVAN17D SIEFL. OR NSI 104 SERIES STAINLESS STEEL, Wrrw 36 XI• MINIMUM nrLD STRENCTI BECOME THE C'WGIN CR OF RECORD (EG.R.) FOR THE FIR ECT AND WHO WILL OF RESPONSIBLE L'OR THE PROPER
<br />115E OF FNE P,C D. fINGINEER pr RECORD, ACTING AS A I]ELFWTI.D f.NCJNEER TO iHL P.C.D FNGINEEIt. SMALL
<br />'0 ANCHORS 70 WINS SHALL BE AS rOtJOINS SIMNII TD MIS LATTER TIE SITE SPECIFIC DRAWINGS FOP RCVIEW
<br />(A) TR. EXILTVUIL PDURLD..GLE+LRETE
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<br />- I/4'• TAI'f:ON ANCHORS AS MANUFACIURED Of II W BULDEX. NO (MIN I'eo3192 a%.I RECORD THAT PREPARED T
<br />4' I T ' X a CALK IN ANCHORS. AS MANUFACTURED By ULWAl I' INCYIN. 1' .! / / t 1%7G n. A., (
<br />IS STORM PANEL ON A READILY VISIBLE LOCATION AT STORE PANEL IN
<br />ACTUAL R'S LABEL SMALL BE LOCATEDBUILDING
<br />- NI4-ID PANELMATF FEMALE ID a PANEtW?E PLUS ANCHORS. AS MANUFACTURED B1' ELCD CUNSTRUC PLAT VFIOpUCrS
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<br />(I'L.-1350 P A )
<br />IAMUNO TO COMPLY WITH SECTION 17099.2 Of THE FLORIDA OUILDING CODE
<br />A1) MINIMUM EMBEDMENT Or IAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2' (OR PANELMATE
<br />FEMALE ID a PANELMATE PLUS,
<br />A?) MINIMUM EMBEDMENT OF 1/4'. V 7/a' CALK -IN ANCHORS SHALL BE IS 716 INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL 511ALL BE PcwmmrO
<br />114- I-20 SS SIDEWALK BOLTS USED SPIAL, BE LUNG EPOUGH(SHOULU ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4
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<br />BE AS NfNNNfO IN AI) NND IN A.2).
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<br />:, ✓-�-A I OPCNINO SHALL LL AWA'S BE FRONDED W/ FACILITATE / I yjI I 1 R -,,�.. , / �y3j I , Y
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<br />L,) DEFINITION_ OF. SER(ES.2D0Q, IF - 7 HANG STORM PANEL SYSTEM CONSISTING UI PANEL • 2�AI BOTTOM W/ PANFLWTES. 7.Y .4 1'«IN. W1�4AA I I ru,Am __, „ M„ °7A ,/4•�x l/., , „� T TyJ,�.-, a W, .,r°��s'".wle•
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<br />��p��y Cont. TRACES lUV f BOTTOM, (2) EEL' PANELS "NACU. ALWAYS BE CKNNECTED 10 EXI$j1NG SILL WAIL RY MEANS OF MR ,M ,/4Y-Ttrl/1• EO 11 ' - ' - aMMtD lv.N.a•r OR 2j /.'r-TN4I:
<br />') "J' TRACK U5 l ER © 2wXS t G7t) ALUM. ANGLE. PANELIMTES OP.. IE USED NTLY WJ IS• EaNG p) tRACN AT BORON, END PANELS ,nNCWEw ror�� ,3A� I_ . /. nr.e.NR coMmEnt aEL fl,fw",C.-J : !, /S in]w-.,/.]3• ml"'Wx"-L-11'Ir
<br />(2) AND PANELS StW1 ALWA , BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAN .�A , „� , cy MIN m, , JDr '\ �' •M° '"n
<br />1 1 e VADE a 31+AL1 BE PROVIDED AT TOP OF SUCH PANELS SH A BE CONNECTED t0 W/ I A'.-IOR3, .S. W/ 7/ ' ,J/32' ISM B.MDAE -% l
<br />WIN( IBE O t NOTE
<br />(o1.3J/(O�Ej' Mm, 1/i.uMBscREw INro TAPPED �{EXr,EF,1 A9 °M l,lnr 3f) � I J I j WALE AND DIRECT.. MOUNi1N0 INST. ((ME FAHUMi1, - �-.o CIA C,cAMW"" � • •>• °I. . '^
<br />(-- 1 75" 1H081-TB Num. ALLOY (3) IF END PANELS ARE CONNECTED IQ BOTTOM TRACK, CONNECT:OA 5,01,1. CIMISIST OF DESCRIBED ON NOTE (3) BEI.M'O MOUNTING. 1N5T. V /
<br />I TO TAP0.J/A' MS. W/ 7K LOCATION
<br />WING STE OR 1/A'aJ a• EITHER
<br />rHU F Dectw (3) FOR G5E5 wMEN END PATENS ARE usE JEINrLY w/ 15• LaMc tRA�( AT WALL I I a SECTION 2F FLOOR TO GEILNG MOUNTTNG INeT. B.LIJI.D-OE)T MOUNTING INST.
<br />INTO LAPPED BO'1'lUM TRACK IUCATIpH OF FASTENERS MAY Sy.* EOHER OF TWO () © •t I i r�
<br />j EIICRIOR FLAT FLANGES OF END PANEL �QtrOM fN/1 CND PANELS ARE NOT CUMtECTFD TO LAOR- I TRAL'R 2 . A. STOP BAR SECTION 1 _ scaLE 3/4.,• L.
<br />1 _ - (6j SHALL BE PRONDED AT TOP OF SUCH PANELS. SCALE 3/6.1• i--{!g) SECTION 3 Mum n/'1
<br />{ (4) Is CASE THAUSE END PANELS ARE NOT CONNECTED S AL BOTTOM O IITACN (. O A STOP BAR (A). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY T O.3 A' I Amu. L.
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<br />,I _ _.._..__... .� Is ONLY USED AT TOW) AT LEAST TWO PANELS SMALL CONNCRED f0 BOTTOM TRACK
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<br />- � N1N11, USING SPEC5 INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CCNNECT:ON OF PANEIs MOUNTED 10 EL1577Nf, SD.L WA4 MEANS OF PNIELMAtES, ONE RNTCRTOR PARR "- .-SEFb M 4 i I gtr SWLCerIG1gNA ,Zp1lWRAUn'3 rq
<br />1 TO BORON TRACK MAY OCCUR A7 ANY PANEL IOCATNM MAY BE USED JrANTIY W// TRACR Girl
<br />A7lACHING BORON TRACK TO WALL ! N_ I ,Iff 016 MIH AT tV Ae M 11H1nTI1,
<br />n i -... .. ._ . I ,�.� W/ IIAO PANE LMATES f'OLLOwING . LNG SMp3YN ON ELL'VAT.oN AND W J ,/2" � '/I'i \ ' �A . oI• To IRAateA L OF aN`I p 14 T/N4"14
<br />g I I __``�,, A Tel/f (Si SEE SECTION t', J' a A' ON S,rLLi 24 SCE ANCHOR SCHEDULE p+ ;•PELT ;5. Mm. LOGE p15rANCE fpR 1N15 CA5 INTERIOR PANEL. US[0 JOT Y w% (21 DpEi { "<41 -��E p ""� S d GF) W1 aO11,°X,, 6MEo a +aoo OR
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<br />F •••• - O / 46 THEIR OVERLAPS RETAINED Oy I'I--"- 47
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<br />-- I '750• - i ATE OF • / i _., �4' --+-_ 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL ""I ft © "'s"`"' T" `:5". STATE OF ' i `J°z° nLreG°. Nt 20 GAGE GALVANIZED STEEL STORM PANEL "P = Z
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<br />x No. 4 167
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