|
.. I ml�mj
<br />(SEE 11CICTIOINS am SHEETS 17. to. is a 20-
<br />r bm)L 307. 41117. WAS. 3* VAX
<br />MIN. & IW/io OW/1% 7aps a Me/* I* mft
<br />0 0 -----_ 0 _T 0 0-
<br />MAX
<br />PANEL LENGTH
<br />:WHO (WE SCHEDULE)
<br />w
<br />--on a MIT It 11109 AWL
<br />W wx WIS. U/14.
<br />;1, WIN. @W/o Pow/19 a wo�
<br />(SEE SECTIONS ON SHEETS 17. IS. it a 20)-
<br />OPTION d2 FOR LIFE SAFETY STORM PANELa ELEVATION
<br />SCALE 3/16--1- mal. w
<br />SECTION A -A
<br />SCALE 3/ir-l-
<br />MAXIMUM A.S.O.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (P.S.f.)
<br />L (tt.)
<br />(SEE SECTIONS)
<br />TO CLASS
<br />1
<br />CONDITM
<br />1
<br />+55.0, -72.0
<br />a.-e.
<br />1 2 3/4-
<br />1 UNBDLTED
<br />0 r at. I I
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<br />loam
<br />PANEL UEMOTH am
<br />TKE NOTE I BDA" M_
<br />PANOL LENGTH
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<br />m sclau 1/4 . w
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<br />-0,
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<br />moom
<br />OF PLATE OF PLATE
<br />PLATE PLATIT
<br />wau wu ml on- A, I ATM WAI t liagm mail I
<br />at
<br />SON1 3/B'- I ew, V,
<br />1. MISNUATIM ARE ONLY MNUIP IN BUILDWO "M ALILD OLSON LOADS
<br />I* TO .58,11, -?U PF AM FANEVS UDWIH UP 10
<br />2� FOR MEw WOOD FRANC CONSTRUCTION, WOOD bOOM TO IS SOUTHEIN
<br />PINE NO. 2. W1 SPECIFIC DENSIFTY OF 036 ON ONLIAL S11
<br />V2.5OV (EFFECTIVE WOM
<br />1/4'
<br />Lou)
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<br />W1 HOACD MOL
<br />1SOMETM V" DMIL A
<br />ROUNDED CORNER 0 ENDS OF PANEVIT
<br />END UP W1 HEMMED EM.
<br />(N.13)
<br />125'
<br />L-3"
<br />3"KIS"Nom.) ALLML AN=
<br />Dow
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<br />IT* LONG
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<br />2.OW
<br />2"W(idox.) ALUM, AN=
<br />KNLDM CODE
<br />POLRw
<br />on Mwmmcm`�
<br />KOM ACQUIRED
<br />INSTALLATION DETAILS FOR OPMON j#2 FOR LIFE SAFM STORM PANEL SYSTEM
<br />IWO EXISTING POURED CONCRETE OR CONCRETE BLWK SMUCTURES
<br />--r;TAPCON ANCHOPIS _-414' UPCON ANCINARS I I Tom SCHM
<br />D.C. 1 0 r O.0
<br />KOCK fAmump
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<br />&=t4*S.S. " R1
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<br />-44. 1T/m2?oVNC"CR" w O.C.
<br />ITUR) W/ OW) 0 4 I/S* O.C.
<br />ED CONCRETE --loummm COISCAM L-..--P.OUFXD CONCRETE __mxm CONCRETE
<br />kcitm ram ON CONCRETE BLOCK ON CONCRETE BLOCK on CONCRETE ftm
<br />No "COURED INIOUND NEOLIM
<br />Am Nuumm WALL 1110UNTM IMAIIAT1011 WALL WytMo MU"M WALL Macks- !IAIIATM
<br />SumAm a
<br />a Lim-mm 0 M+AML U&M PANFL
<br />SCALE 3/r-I* SCALE 311r-I WALE 3/3'.1* SCALE 3,V- I'
<br />q
<br />4
<br />sm ow 10 * w no me"m T"q a
<br />Room TIRE
<br />WPM
<br />VACINS IN INSVILAININS Oft 0000
<br />ml, moomt mrso 04
<br />3
<br />FRANK: viu*IL
<br />WIMMUM ANCHON vmW11S me wmm
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<br />"woommor
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<br />WACHS OSWW= USKS FACM WALL HOT
<br />K um RAN ~M SPF=o nomm
<br />IN PC" Noce TM ON THIS Sam"
<br />all
<br />INSTALLATION
<br />DETAILS FOR OPTION
<br />INTO
<br />#2 FOR
<br />EXISTING WOOD
<br />UFE SAFErY STORM PANEL SYSTEM
<br />STRUCTURES
<br />114-0 8 S' O.C.
<br />X
<br />HEADER
<br />NEAW
<br />x
<br />ju"
<br />1/4-
<br />1/2 11/4'
<br />I
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<br />. Ow
<br />w WAS!
<br />tow mom -
<br />0. OW 10)
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<br />PANEL LEMaTH
<br />(SEE NOR I BELOW)
<br />PANEL LENGTH
<br />SEE mun I go."
<br />ON am to)
<br />CLASS
<br />1/4. 0- 1�_
<br />S.S.
<br />Wzr",
<br />J
<br />21.41 WOOD--Vx 4_i_�
<br />AtOLOW
<br />Z16'# 3/32' WM NUT
<br />IffiSHER & 6 1/4, D.C.
<br />2w wow _PJAIK 3/32- WINKI NUT
<br />+ 0 (INEYOW)
<br />!14-l'O MVEZ 1
<br />It 4
<br />E
<br />1114-10 PANaA%TE
<br />0 6 tl4* 1.11
<br />*1.*-N
<br />MIN 1HREADED
<br />AT miEvii Of PLATE
<br />MIN. THMrAm.. AT "I'll
<br />AT MQUIDTH OF PLATEE
<br />WAILL 1092 M. 1 ATION
<br />fil,
<br />&*wpm
<br />PPI. TQ
<br />a JOB PANEL
<br />SCALE 3/8-.1-
<br />.........
<br />E N T
<br />SCALE 3/e*-1
<br />\f,
<br />FLORIDA BUILDING CODE (11119h Volmilly Nu
<br />cons Zone)l
<br />am
<br />No 44167
<br />WC_ 20 OAK GALVANIZED STEEL MM PANEL
<br />rp
<br />MAIN W.
<br />1. INSTALLATIONS AM ONLY MILO FOR SIVA*= WIN A-S.D. CUM LOAN
<br />To PSF AM PANEL'S LENGTH UP TO 9--r.
<br />W/311
<br />ur +56A -72.0
<br />ATE
<br />MTECTM PROW= Ut.
<br />CALIECOom
<br />3. MR NEW WOW FRAME CM67OXMW WOOD MEMBERS TO BE $WWI^
<br />01%, OR
<br />snw
<br />7.pl
<br />PINE NO. 2. wl SPECIFIC DENSM OF OM Oft MUAL
<br />psi
<br />35314
<br />=ER - _.
<br />CA-dowls n-1 an m-l"l
<br />20-176
<br />Opium
<br />'L
<br />*44) BY
<br />w n
<br />14
<br />ON
<br />milli
<br />I
<br />.-EVEN
<br />111111
<br />X
<br />Rim
<br />40 L.
<br />MENOMINEE-
<br />I' MwL T T __ - I'MRILl w - - 1. W.
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<br />4 Ila— I I/T�
<br />za - - 0 TO BE
<br />fi:-:xaV
<br />TYPICAL ELEVATION FOR SE IM =
<br />TYPICAL
<br />"mou Q!
<br />E-2 wm(; Summ Pmn M
<br />LNR%N WN00101=514
<br />/4'ft� IMP
<br />M_ do NJ Ip ItO M.. W-1
<br />X N
<br />v V-0-vto-0.0
<br />SECT" R_
<br />SECTICIN
<br />MU 31Jr - V
<br />Nw: WAS W - I*
<br />E - Z HAND STORM PANEL SYSTEM CONSISTING OF PNOD. +
<br />NOTES
<br />TRACKS AT TOP & PANIELMATE PLUS OR le LONG
<br />0). AMMM Or S"M 2M. E - 2 W14 STORM PANEL SYSTEM CONWTINC OF PANEL
<br />ir-f BOTTOM W/ PANELMATM
<br />C-4 TRACK$ TOP & BOTTOM,
<br />(2). " PoLL ALukYS K CONNECTED 70 WrW TRACK OTHERme A STOP BAR
<br />(2). END PANELS SHAILL ALWAYS WE 70 COMING SIU, WALL BY WAN OF
<br />PANELMATES OR. IF USED TIV
<br />'17 7141�
<br />Z - 'L
<br />' 04!j�
<br />WE Top
<br />(gD.= PROVIDED AT Of SUCH PANELS,
<br />PANELS ARE Ile%
<br />W:
<br />$HALL SE CONNECTED 10
<br />wm RUT on 14;;M3 INTO, T, AS
<br />(3). DID I* SMALL CONSIST OF
<br />.__ _ w THUMBSCREW
<br />Y Z
<br />,/j� UDMT1 HUY 47
<br />Y . AT EITHER or TWO
<br />DESCRIBED ON
<br />(3). MR CASES WHEN END PANELS AM W/ AT
<br />J=
<br />EXTERIOR FLAT FLLAMOEI� OF 00 MAND.
<br />BE PROVIDED At TOP OF C:� TO 81��IRACM S70P BAR
<br />(mom Do PANELS ARE NOT
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.*. A 9110P SAR
<br />a ONLY USED PANCIPS SHAU. ME CONNECTCD 70 BOTTOM TRACK
<br />USINO SPECS =9 AOY.Lrm 130) ABOVE. IN SUCH CASE. CONNECTION OF PANELS
<br />(4). FOR INSTALLATIONS WHION 000 PANS%S AND SOME INTERIOR PANELS ARE DIRECTLY
<br />MOUNTED TO EXwm BILL WALL VLMEANS OF PANELMAXIL ONE NFERM PANEL
<br />TO BOTTOM "A" WAY OCCUR AT ANY PAMEL LOCATION
<br />MAY BE uam =&= V%.AT WITOM ATTACHING BOTTOM TRACK TO &ALL
<br />TWO SHOWN ON 1"TION N:
<br />(5), SEE SECTION 1'. 3' A, 4' ON SWEET 24. SEE ANCHOR SCHEDULE ON SHEET 2& EDGE DISTANCE. FOR THIS Ew V
<br />NOT NEED TO K CONNECTED 1. BY ANY INST.
<br />SUCH ZT.A"CENT POINT LEFT a Raw SWE Of PANW HAVE
<br />THEIR APS W.
<br />40 X L.
<br />Fmqxmon (I*)
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCREn BLOCK STRUCTURES
<br />V4-. TAPCOM ANCHORS -4 upcom mgmm
<br />If a D.C. D.C.
<br />POURIED CONCRETE POURED
<br />OR'Naim VACR� OR NaMmer,
<br />Ra rcl REOL"RED
<br />MA..
<br />T
<br />114-10-0 PANELmAll W/
<br />WOO NO
<br />wj"",
<br />REQUIRED
<br />WALL MQN
<br />2"AIM
<br />0 NJLAR MPANKIL
<br />wALr. vr-i'
<br />IRS OW I 111 30 MA ANCHIM M
<br />AVM "m
<br />INVOINS FON*gMDtLATAM WID W=
<br />"No "WWR
<br />a
<br />3
<br />WAM9 SULOW
<br />IS Im am= ON
<br />SONVA" FOR Co. LM THAN WI=w ON
<br />immu mm AHC"CR 11PACING rf
<br />NWK"m WAMM so" ON samu
<br />MAL sm OWN
<br />now
<br />IN 11HE mme wmft IN THIS
<br />~KW TO BE POROUS. 111OLM
<br />-
<br />WACIMS a� Loan FACION IPALL MY
<br />IS tm TWA Now" S"AO" wwo
<br />MR VON AMCHIN ?I" am INS SCHENJUE
<br />r
<br />F-
<br />IAV
<br />.00
<br />I/r
<br />LD.0
<br />-4:710`0 PANO.W71 PLUS W/
<br />7 a
<br />Z,;43/32* WINO NUT WASM
<br />WALL MQW= IWAIIA
<br />a LjFfEwM^AmrL
<br />SCALE 311r-I"
<br />I. E-Z HAM STORM PANEL DOW ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HOIS BEEN VERIFIED FOR COMKWJCC IN
<br />ILI) MOM" EMBEDMENT OF TAPCON AN04ORS AND PAMNATE FEMALE 0 & PANELMIE " INTO CONCRETE
<br />ACCOADIINCE WIN THE 2020 (7th EDITION) OF THE FLORIDA BUILDING WK.
<br />KOCK SHAIL, K 1 1/4'.
<br />DESIGN WIND LOAM WALL K DETERMINED AS PIER SECTION 1621) OF THE ABOVE MENTIONED OOOF�
<br />0-2) MINIMUM OdNVADff OF 1/4'0 X 7/8* CALX-01 ANC BE IS 7/0' INTO CONCREM
<br />FOR A M=,�S,=ILOCY WHERE THESE SH IS RE 0WAAAD AND
<br />Wma U.
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL $NALL W=
<br />FOR A is me sNALL NOT EXCUD THE MAMMUM ".0.)
<br />A;W
<br />US;Xhnn
<br />1/4' 11-20 SS SIOCKALK SM75 USED SHALL K LONG CHOUGH(SWULD ANY FINISH MATERIAL Exmm To
<br />DESKIN PRESSURE RATINGS INDICATED ON SHEM 25 111 26,
<br />061" 3/4* INTO ANCHORS.
<br />Of CADIER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7- If
<br />SMALL SE FIRST REDUCED TO A.U. DESION WIND LO" BY MULTIPLYM THEM BY 0.6 IN ORDER TO
<br />SA IN CASE THAT PRECAST SFOW 00 PRWAFT CONCRETE PANELS BE nxm ON THE vopm WALL
<br />TO COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS IN111"TED ON SHEETS 25 A, 26.
<br />AN04ORS SMALL K LORC D40UGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. NODWORACIE
<br />SHALL SE AS MENTIONED IN 0.1) AM 94 11.2).
<br />IN ORDER TO VERITY THAT COMPONENTS AND AN04M ON THIS P LO. AS TESTCI) WERE NOT M" STRESSED, A 33X INCREASE
<br />W ALLOWABLE STRESS FOR WOO I WAS UK USED 01 THEIR Zkvis. FAstimms SPAOW To WOOD HAS SEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S, 2015.
<br />(C) AN04M SHAU, WE INSTALLED FOLLOWINO ALL OF THE RECOMMENDATIONS NO SPECIFICATIOW OF THE ANCHOR'S
<br />SMRM PANIEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1426 OF
<br />k~ACTURER.
<br />TO[ ABOVE MENTIONED CODE AS PER FENCSTIPATION TESTINC LABORATORY. W_ REPORI 1 2032. AS PROTOCOLS TAS-201.
<br />It it SHALL BE THE ITIM01 THE== TO VERIFY THE SOUNDNESS Or THE STRUCTURE WERE SHUTTER
<br />TAS-202 AND TAS-203.
<br />IS TO BE Ar. OPER SHUTTER DULL ONLY SE ATTACHED TO COICRETE. BLOCK
<br />2. THIS SYSTEM HAS DUN DESKINED TO BE INISTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENINO FROM THE
<br />INSIDE USE OF A LADDER OR LIFT. THIS APPLICATION IS %" WHEN 44TIALLATOR 0 INTENDED 'TO BE PERFORMED
<br />12. THE INSTALLATION CONTRACTOR IS To SEft4'WLX ALL SHUTTER COMPONENT EOM woc" REMAIN IN CONTINUOUS
<br />FROM IT OF STRUCTURE.
<br />CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTEIR TRAM ALL AACIUHO� FULL
<br />1.0107H.
<br />3. SERIES 1000 INSTAIALATION 6 APPLICABLE TO SOW A140 DOUIRI HUNG STYLE WINDOWS WHEN INSTALLATION 5 REOURED 70 K
<br />PERFORMED FROM THE INSIDE Or STRUCTURE-
<br />13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPIECS INDICATED IN THIS ORAIVING PLUS MY BUKDINQ AND ZOMM
<br />REGULATIONS P� BY THE JURISDICTION WHERE PERINI IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AM DOUBLE HUNG AND HORMWAL SLDERS STYLE WINDOWS WHEIM
<br />INSTALLATION 6 ACQUIRED TO SE PERFORMED FROM THE sea OF STRUCTURE.
<br />14. ATRIUM WINDOWS AND DOOM INC. 9 - 2 HANO STORM PAWL Sygrom IS pgW pooM
<br />5. ALL ALLADIUM DITRUSIONS TO SE GOS3-T6 ALWY AND TEMPER. (UNLESS OTHEIMSE NOTED)
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED or M EMOM is *ENERIC No DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PRIME=; Lc WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />S. ALL AUAMNJUM SHEET METAL USED AT CLOSURES SMALL "AVE 3105-HI4 AULOY.
<br />(b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND MWALLATION! INCLUDING LIFE SAFETY OF
<br />1. ALL STEEL SHEET METAL PANELS 04ALL HAVE STRUC� OUALFTY STOL ASTM A -SW OFIAN 50 Mi.. CALVAMED STEEL
<br />THIS PRODUCT BASED ON THIS P . 1,D. PRONIOEO HEANHE DOES NOT DEVIATE FROM THE CoNcryon DETAILED ON
<br />DESIGNATION W/FII- 56.5 kli (AFTER SKILLED).
<br />INS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRA"'S RESPONSIBILITY
<br />B. ALL SCREWS TO SE STAINLESS STEEL 304 OR .110 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON
<br />(c) THIS PRODUCT EVALUATION ODCUMENT WILL BE CONSIDERED SARUD if NCOFRD�
<br />500111 W/ SO kol YIELD SfRDIM AND 90 Im TENSILE STRENGTH & SHALL COMPLY W/ FIAVOA BUILDING CODE SECTION 2411.3.3.4
<br />(d) SITE SPECIFIC PROJECTS SMALL WE PREPARED BY A FLORIDA REGISTERED 040VMMR OR ARCHITECT WHICH WILL
<br />9. BOLTS TO BE ASTM A-307 GALVANZED SIM OR AM 304 SERIES STAINLESS STEEL WITH 36 kill mMum YIELD STRENGTH.
<br />KOOME THE ENGINEER Or " &is"
<br />MR THE PROJECT AM WHO WILL SE R13P FOR THE
<br />OF a=.)
<br />USE OF THE P.E.O. ENONEER 01 ACTMIC AS A DELONED ENGINEER TO THE PZO. DONEER. SHALL
<br />10. ANCHORS To WALL SmALL SE AS FOLLOWS,
<br />SLOW TO THIS LATTER THE SITE SPECIFIC CARVINGS FOR WNW.
<br />(A)
<br />TOM P.E.O. SMALL BEAR THE DA71 AND CRIMINAL SEAL AND SJOWTURE OF THE PROFESSIONAL DICINIDER Or
<br />1/4'0 TAPCON ANCHORS AS W"ACTURIDD NY I.T.W. SUILOEX. INIC. (MIN. re-3192 p�i)
<br />RECORD THAT PREPARED IT,
<br />/4 " 0 X 710* CALK -IN ANCHORS. AS MANUFACTURED BY DIEWALT INC. (MIN. VItll3000 tom.l.)
<br />#14-10 PAINDLIMITE FtMALE 0 & PANIO.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT&
<br />16- STORM PANEL ~ACTURM LABEL SHALL WE LOCATED ON A READILY VISIBLE LOCATION AT STORM PAWL IN
<br />(r"3=
<br />_1IOED FOR EVENT OPENING.
<br />P8,L)
<br />LAMM TO COMPLY WITH SECTION 1709.91 OF THE FLORIDA BUWM CODE.
<br />ALI) MININUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE 94ALL K 1 3/4' AND 2- FOR PANELMATIE
<br />FEMALE 10 & PANELMATE PLIUL
<br />A2) MINIMUM EMBEDMENT OF 1/4*0 X 7/8' CALX-01 A40HOM WOU BE 15 7/6- INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL $HALL K PERMITTED.
<br />1/4- 0-20 SS SOC*ALX DOLTS USED SMALL K LONO ENCKICH(SHN" ANY FINCSM MATERIAL VIIST) TO ENCACE 3/4'
<br />INTO ANCHOR&
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS SIT FOUND ON THE COSTING WALL OR
<br />FLOOR. ANCHORS SMALL WE LONG END" TO REACH THE MAIN STRUCTURE KMI140 SUCH PANELS ANCHORACNE SMALL
<br />K AS MENTINED IN &I) AND IN A.2).
<br />%)r0EN
<br />No. 44167
<br />GQNC= IkOCK wm�
<br />* * I
<br />-_1/4- 0 TAPOON ANCHORS AS NAINUFACTURED BY I.T.W. SUILom INIC.
<br />_. __ .:
<br />FLORIDA BUILDING CODE (Ngh v rdoone
<br />1/4' 0 X 7/Ir CALK -IN ANCHDRS, AS MANUFACTURED BY DEWILY INC. (f -1500 P�61)
<br />- I 1 4-1 0 PANELMKYE FEMALE 0 AND PANCLMATE PLUS ANCHORS. AS WKWXTURM IFY MCCI CONSTRUCTION
<br />20 "m G&Vmw sm STOW PANEL Oft
<br />PRODUCTS (F-2071 P.$J.)
<br />an
<br />am 4 �x
<br />7:�_
<br />AM
<br />allow w
<br />SIR M.
<br />w ovm
<br />ANOW
<br />am
<br />INDIA"
<br />WALL MQUNT= IMIL
<br />4
<br />$=a. 1/r - r
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL (1) INTO POURED CONCRErE OR CONCRETE BLOCK
<br />4
<br />Iri
<br />-4-
<br />WALL AND DIRMT JWXMQ &W.
<br />SLOW. I
<br />naos mo =MG MUNTM ow RUR11--ffiff mommi jm
<br />S ixim wig
<br />EMON - 47
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