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<br />FOR A. DIRER:TWA'WJri' FACTOR Kd-D:&9. USING ASCE 7-16 AND SHALL tKQT EICEEO YHE MAX}+AUM {AS.D.}
<br />DESIGN RATINGS tNOKTRTED ON SHEETS 25 26.
<br />N4 ORDER TO VERIFY THE ABOVE CtN+DItiOi'4 UiTBdSTESNG+1'WIND LOADS PINED .PER ASCE i-tB
<br />rOCOMPARE THESE EDU9Y/MAK. (A.S:O} DESIGN PRESSURE f>A:tIFiGS INON;l4CED SttEETS 26
<br />43 ORDER TO VERIFY THAT AND ANCHORS ON THIS P.E.D. AS. TESTED WERE NOT OVER STRESSED, A INCREASE
<br />IN ALLOWABLE STRESS FOR WINO 1.tMO:i WAS id(tL USED IN THEIR ANM.Y FASTENERS SPACING TO WOOD }L45 9ETy'N
<br />OETERA6ihTt R+ ACCORDANCE WTDt N,D.S° 2Ot5.
<br />St>~.RM PAXEL:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE +415 BEEN VERIFIED Lit ACCORDANCE WITH SECTBY ION 1626 OF
<br />THE ABOVE AI£ft(TDNEO CODE AS PER FENESTRATNYN TESTING UBOWt1TTRY, INC. REPORT / 2032, A5 PROTOCOLS TiiS-2Gf,
<br />TAS-202 AND TAs-zD3.
<br />2, 1i1fS SYSTEM tt4S BEEN DESIGNED TO BE INSTALLED, ON THE OUTSIDE OF Ttff OPENING ACCESSING Tot£ OPENING FROM 'RITE
<br />6451OE W}O THE 4�£ OF A LARDER DR LI#'F, THSS APPJCATKR+ #S VALID WH�+t INSTM,tATKft,' p5 #NYENDED TD 6£ PERFORMED
<br />FROM THE tXSIW: STRUCTUtff.
<br />3- SERIES LOCO INSTALLATION R5 APPLICABLE TO SINGLE AND IH7iT8iE RUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE
<br />4, SERIE52DDO D+ST'AtlATION 15 APPLK:ABL£ TO SMOL£ AND ODU91E HUNG AND HGRI2DXTAL SEfDERG STYLE WINDOWS: WHEN
<br />RLSi"Af°IATIO+t i6 REQUIRED, iO � PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />5. AIR. ALUMINUft EXTRUSIONS TO 8k63-76 ,StLGY ANp TEMPER. (UNLESS OTHERWISE NOTED]
<br />& ALL ALuMaeUM SHEET METAL USED AT CT.OSURES SMALL T+AVE. 3105-H14 AHOY,
<br />7. ALL STEEL StWEt METAL PANELS SHALL HAVE S'iRUGRfNAI 041N.1iY STEEL, ASTM A-553 .GRAD£ SD MHn„ GALVANIZED STEEL
<br />DESMNATm}N w}Fy- 56.6 ks+ iAF{fR ROLLED).
<br />& ALL SIRENS TO BE STAINLESS STEEL SDK OR 316 MSt SERIES OR CORROSION RESISTANT COATED WiEX7N 5IETC. A'3 PER Iypj
<br />SHXHT6 W STt IAI STRENGTH AND 90 kNi TENSILE STRENGTH 4 SHALL COMPLY W FLORIDA BUILDING CODE SECTION 2411.31.4,
<br />.
<br />f YI£T.1k S1Rt:N L
<br />B. 6ilLr5 TO BE AS1M. A-307 OAL.VAN12ED STEEL. OR AHST 304 SLICES STAINLESS STEEL, WITH 36 kai MNt¢MUk YtQ# 5YR£+rritt.
<br />tO. ANCHORS TO WALL SHALT BE AS. FDCLAWS:
<br />(A) iO E31['ITe�-` PDLNiCO C
<br />- 1f4 m TAPCON ANCHORS AS MANUFAGTTIRED 9i` tr,W. BTlIUYE:{, 6K'. (MIN, fi°affiaTB2 P.e,Lj
<br />- 1j4" m % 7/6" CALK -DI AxGHORs, AS MANUFACTURED BY #XaYA1T INC (MIN. isg3d?OD p,m„i.)
<br />- /14-10 PANELMATE F'EMN.E ID d PANEL.kAtff' PLUS ANCHORS, AS MANUFACTURED ELGO CONSTRUCTION PRODUCTS.
<br />(Pa-335O P.m.L)
<br />Ai} MINWtTTY EMBEDMENT OF TAPG4AI ANCHORS INTO POURED CONMENTINED CRETE SMALL BE i 3/4" AND 2" !'vDR PANELMATE
<br />FEMALE ID & PANET.MATE PLUS.
<br />A2) MWIM17M fMBEOME)+1' OF T j4`m % 7/6" Cu4t.K_{Iy ANCHORS SHALL 8E IS 7/9" INTO CDNGREI£, NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SNM.L >� PETaWLTEO.
<br />1/4' m^-24 SS ShcJE4MN.K BOLTS LDS£O SMALL BE t-ONG £NOUGN(ShOULD ANY FINISH MATFINM. EXIST] TO ENGAGE 3f4'
<br />TNTO ANCHORS.
<br />h3) IN CASE THAT PRECAST' STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXiSTtNO YAu,i. OR
<br />FLOOR, ANC+iaes SHALL BE LONG ENOUGIT 10 REACH THE tAMPt-STRDC'tURE $?HIND SUCii PANELS. ANCHORAGE SHALL
<br />BE AS eK AA) AND qd A2).
<br />(Bj TD ,E€rF B+Dc°� WA I -
<br />- 1/4" m 7APCON ANCHORS AS MANUFACTURED BY tTW, BUILO£7k, INC.
<br />- ijK* m X 7/8' GMaG-TN ANCHORS, AS MM'UFACTUR£D BY DEWALT INC. (T'm-iSaD P.N.i,)
<br />- 814-16 PANELiA4T'E FEMALE 10 AND PAtRJ:M4T£ PLUS ANCHORS, A5MMtVFACTUREd BY £LCO GCNSTRtCTON
<br />PRODUCTS (t`rrt 3071 p.m3.)
<br />CONCRETE
<br />IN
<br />THIS
<br />IT.
<br />AND
<br />B,!) MINIMUM EMBEDMENT OF TAPCON ANCHORS Ai0.Tt PANELMATE FEMALE ID d PANEt.MATE PLUS INTO CONCRETE
<br />Btt3GK BE BE CONTACT CONDITIONS BE THE THIS BASED ON GOES 90.+TJ. BE T tjK.r
<br />812) MRUMUY DF Tj4'e X 7f$" CAL++-B+ ANCHORS SHAH Is ]/(+" INTO
<br />.
<br />NO EM6EDhtENT' Itfl'a ANY' flNISH TAAtERT+d_ S+oAkL � P£RMt1TED.
<br />114' 0-20 5S +IAVE BOLTS TRSEit SHALL 6E LONG EFKIhKSt(SHOULO ANY FltUSti YAii7+TAL EXIST) TO
<br />ENGAGE 3f#" 9NiO ANCHORS.
<br />IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANET:d FOUND Qtt THE EXISTING WALL,
<br />ANCHORS SHALL BE LONG ENOUDH TO REACT Tiff MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE
<br />6+NAU.. BE AS kR:NTiU)+ED IN 6.7} AND It 8,2}.
<br />(C) ANCTWRS SHALL BE INSTAtIED FOLLOWING ALL OF THE RECOMMENDATIONS MO SPECIFICAT40N4 OF THE ANCHOR`S
<br />MANUFACT(IRER. -
<br />ii. IT S+Wi BE THE RESPANSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE S+KT'.TER
<br />1S TO BE ATTACHED TO #NSiiRE PROPER ANCtIDRAC,E. iTTFS SHUT" SHALL ONLY � ATTACHED TO CONCRETE,. Bt�K
<br />OR WOOD FRAME BUILDINGS,
<br />i2. Tii# SNSTALAATTGN CONTRACTOR DI ro S£ALfCAULx ALL SHli1TER COMPC,NT3Kt ET)GES W)iKkT REAWN I4 CONTINUOUS
<br />` WITH THE BUILDING TO PREVENT WHFt01RMN #NTRU9POPH,. CAULK AND .SEA.. SHUTTER TRACKS ALL. AROUND FULL
<br />F3, STORM PANEL NtSTA31ATTON SHALL COMPLY WDH SPECS I{DLCA+TEO
<br />OFUYf+G PLUS ANY Ht4B.OTttG AND ZONIND
<br />REDULAnDT+S PROVIDED BY THE dURT51NCTIDN Wo#FTtE. PERMIT fS APPUEO TO.
<br />10.. A'fRN1M WINDOWS AND ODORS, 3AIG° E - 2 HANG STORM PANEL SY5TI2M°i IS PA3ENT PQilWB.
<br />TS. (a) THIS PRODUCT EYM UA7iON LIOCUMENT (P.E.D.) PREPARED BY 'fN15 ENGINEER i5 GEPIEAIP. A1� DOES NOT P1ADE
<br />INFORMATION FOR ASTTE SPECiFPC PROTECT; i.e: WHERE THE. SITE 0Ei4ATE FROM THE P.ED.
<br />(e) P��c�TTas RESPONSIBLE°�4 PRrretDE�Dt�E� TRCHASE MDL�wtTT€ M TrcDGnSWETY �s o ON
<br />THIS DOCUMENT, CONSTRUCTION SAFETY AT GitE � THE CONTRACTOR'S R£SP .
<br />(R} THIS PRODItCY £VALUATION DT}GtAAETKT' WILL BE DON5tDERED Rh/AUD � MCDHFTE'D.
<br />(d) SfTE SPECIFIC PROJECTS SMALL � PREPARED BY A FLOR eILA } ENGINEER E(�49I3iEO ENGINEEOR R ARCHITECT WHICH TAllt
<br />BECOME THE ENGTTffER OF R£C(XTo (E.O.R} FOR "LIRE PROJECT AND WHO WILL 8E RESPONSIBLE FOR Tiff PROPER
<br />StlJi'Nt�TTy£THIS DIATTER THE SIZE SPEC F'iCDRAWING AF4H EOAGM
<br />. ENt,YH1�R TO THE P.ED. ENtRNEER, THIS SW.L
<br />(+) RECORD THAT Trvlr PREPARED
<br />ORI,INAl, SEAL AND SIGNATURE OF 1HE. PROFESSIONAL ENGINEER OF
<br />96. STORM PANEL MAttUFAG7 •5 E+6k1£1.. BE LOCATED A Y T P t URER SHALL ON READILY VISIBLE LOCATION A STORM PANEL N
<br />ACCORDANCE WITH SECTION 1700;9-3 � FLORIDA 6WLDNd4 GODS, ONE LABEL SHALL HE PLACED FOR EVERY OPENING:
<br />tJAB£16HO ro COMPLY WITH SECTION 1705.9.2OF THE FLORIDA BUILDING GODS
<br />`sx i i w_�
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