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<br />APPLICABLE TO
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<br />I ' 11, 2' (TOP)
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<br />To CONCRETE:
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<br />"/A
<br />12' _
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<br />II*
<br />N/A
<br />-
<br />12'
<br />N/A
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<br />3'*
<br />10,
<br />-
<br />1.
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<br />121/2'
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<br />'. (BOTTOM) -
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<br />II/A
<br />6 1/2-
<br />N/A
<br />4 1/2'
<br />14,10,
<br />4 1/2-
<br />N/A
<br />3' (TOP)
<br />E4,�_
<br />./A
<br />E
<br />-
<br />12'
<br />.-
<br />-
<br />N/A
<br />-
<br />9 1/2-
<br />N/A
<br />I
<br />9 1/2-
<br />"
<br />3. (801MM)
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<br />112*
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<br />I .
<br />.. _
<br />9 112.
<br />1 12- 1
<br />It-
<br />12-
<br />1 'I- 1
<br />- -
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<br />* UMT= TO 66.0 PA.1, A.S.D. DES" PRESSURE Wittic
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<br />FRAME ft%"
<br />MMKN NKIICR W*Co" NO MIMMUM EDW DW*P= AN MrATM ON 90
<br />SCHEDULE FOR ED 1.0111 THAN NWA90 Olt SCNITKAJE �a ANCHOR SPACING
<br />my 6"MYM wvtm SMYM C" SCHOAXE IN THE roLUNVM rACTO1tS. MR
<br />110 OPDVMOW TO K POSOKL REDUCED VACM OBTAINED UMA0 FACTOR SI
<br />0107 K LESS THAN WMM 1110"tiol 09=gtto MR EACH ANCHOR YM AT
<br />ANCHORS LEM!Fc -
<br />ANCHOR vm
<br />, 1/41.
<br />214'.
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<br />(SCALE 1/2-l')
<br />- 15.123- OWAL IWDIW) - - ___ - . - � � - - __ � - - - 2.187' - -
<br />. 12.500' CtFFECTNE WMH)- - -- - - - --- 1 .103, 1
<br />Ii. - , .. a 1/4- ")__ --- � . I " r 250"L :
<br />- I.3W-- ; - 13 1 SO- -� . , I I , I , SCID. i.m. T Do. I
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<br />AMftS WALL BE IMIFULLED ALWAYS
<br />flow LEFT 70 "Ill 1`1 I/r LED
<br />AT DO AT LEFT SIDE OF PANEL
<br />I I- __
<br />3.315*
<br />.OBA.
<br />2.1w
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<br />-
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<br />++ RFCUWS Moic DISTANCE IMERIVEN BOTTOM Of PANEL
<br />AIM Q) M 0L 3/16' kTil .11-1 -
<br />I, 1. � , , .. --%.I;..
<br />I
<br />- 2.307' -�
<br />I-
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<br />11 2.250' -- to ISQMEM VIEW MAIL A ,3r �.4till_ I
<br />I - 4�-1 ROUNCIED CORNER 0 ENDS OF PANEL'S
<br />I END UP W/ KOMMED EDGE. t - slot. .am*
<br />-2376' - ("'T.S)
<br />2.500' ! .001' '067' (�) KEY HOIX WAMER
<br />3 750' 4M ,D- 3105-MI54 ALUM ALLOY
<br />1 .072' , (".) Ilestj .
<br />� I __ - - - 1 2.12 �130" -
<br />f Oft"
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<br />2� 1.250 . I ]� .375' (�) -_
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<br />g SLFEVIE I - MAX, (@ ANGLE
<br />.�111 - 3.00D* __ -_ W% woo
<br />.304;-- V
<br />4. �� .... T14,
<br />f , ' - I - ", i r ).271. .082, ....... ...
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<br />I. , I ��,, I I - li�. -1 Ilu I "
<br />1.87 1 0, a .: No. 4410
<br />z0000-!, I' , It , m-
<br />" 123' i. !�. --toll: 125iw .IN! B, I - !-ft .. *
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<br />_1 I. 12 _ - %FE SECTIONS --- - _ .250 . ,
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<br />720i L 1� _�
<br />@ 91.111.0-OUT *F* 8 BUHM-OUT or TRACK @ & @� WASNERIED INNONUT im �-,.
<br />I TRACK ANGLIE (ZAIANIC 3 ALLCIY) 0 C soog, NOVITUNUpoot
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<br />3 LIMITATIONS F SUDEVE UOIGN 15 I I'.
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<br />(USE ONLY FOR E-Z HANG STORM PANEL
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<br />INSIALLATION
<br />INTO POURED CONCRETE
<br />DETAILS
<br />FOR REGULAR PANEL(j)
<br />QR CONCRETE BLOCK STRUCTURES
<br />k.nwAm CONCRETE
<br />ANCHORS LOCATION
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<br />EXISTING POURED ..
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<br />EXISTING POURED CONCRET' ' L
<br />00 CONCRETE ill.=
<br />SHEETS 0 THROUGH 101,
<br />,
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<br />SHEETS 2 T"B"M 10)
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<br />FLORIDA BUILDING CODE (Mon High Velocity "U tocono zorl
<br />: —
<br />: No. 44 I 67 '. I
<br />aw ILUM - 24 CAGE GALVANIZED STEEL STORM PANEL TA
<br />LE. -( EIDDE DISTAWA
<br />SEE SCHEDULE ON
<br />HMLIQR COMENNATMN OF Z=M- I
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<br />7!ff =M% "loo, - 20 -115
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<br />m- It, Dot )OIC-4. to"""-4727
<br />- Vt." No,
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<br />INSTALLATION DETAILS FOR SERIES 2000 & I 000 E—Z HANG STOgM pANEL i
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<br />1. INSTALLATIONS ARE ONLY VALID FOR RUMMOS WITH &SO DESIGN 'OkOS , . �
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<br />20-175
<br />SIN~ $W
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />,,� -,' *J' INTO WOOD STRUCTURES .11 7 :. / I �'- :--,- 11 � �. - - - &: - -1 I— .. � - __ 1,
<br />, I _ I _ . , � 11 SEPARATION I 61 I
<br />. 11 .
<br />I _. . , I �, WOOD ANCHORS . /I " I � -, il� - in CLASS. - , , - I
<br />I " .1 � I -Ttrz SCNEME ON I I �j, - i -----(SEE SO I "
<br />., - N`QULE - 7V._�_
<br />I - .0
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<br />I I I I ; , i LKI -1 o PANEL LENGTH
<br />��; -120
<br />:.-.MW_ ,�:. I WOOD , r__ 11, I I I (SEE SCHEDULE
<br />. � I (SEE =7 ON - - .- . !I . i IL - .- - - - _ ____"_ " 11 - ON SMELT I
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<br />SHEET I 1) "I
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<br />,,, , � ' y ' ;� I . _(D MW
<br />. : , Wool) HEADER . ,�� . . � I 1,
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<br />� ! . SEE NOITT - BELOW FOR LW"Ar4N$ FOR
<br />I W� i _C1 ) I I '! ,
<br />�SEPARATION V ,w I i I Ir MAX L I �! � I ,/2* LONG SLEEVES,
<br />_ _ I I I" Y , � N. I
<br />To CLASS PANEL LENGTH PANEL LEAGIIIII I
<br />I
<br />(SEE sc"PDLKF (SEE SCHEME I (SIE1 SCHEOUIF I I ; ,
<br />I : PANEJ MATE FEMALE ID OR MATE
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<br />GLASS _' I I I CLASS (SEE 1= - : _.- PLATE fcoupw
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<br />ON SHEET 3) 1 � Do= MOUNT Wz SEAM Ca
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<br />I I � " 0 12 112- D.C.
<br />: WE
<br />I - M DESIGN LOADS FOR THIS INSTALLATION.
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<br />. r ) Callum WON .
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<br />IL �. CE) MUMM WOW PANEL LBWM 4 WALL MOUNTING MOUNT 1 = .0mil). I. L
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<br />(4) I 11r um IWAW cowolw #&A SWA.L K M NDIUM ON
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<br />am- ..- %�CEAII .. - FLORIDA BUILDING CODE (Mon High Velocity Nut Gone Zeno)
<br />itm�rm COMBW=N OF 99TION: I . INSTALLATION ARE ONLY VAL ID FOR MO. ALS 0. -' No. 44167 . : j "M TIMM OK. 24 UGE "ILVANIZED STEEL STORM PANEL F.P.1,
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS * , WAM In:
<br />* _ r. stionro/vol"
<br />TOP & BOTTO WOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - . * :* I " I M/Cm
<br />U X-$'-. STATE 0 111NIECOitic. GLOUL PROTECTION PRODUCTS. 11C.
<br />COMBI14ED IN WAY TO SUIT ANY ALTERNATE 2IV') . Z MI,
<br />INSTALLATION. .. .m S.. S, STRAIT -
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .Ai-... K"""". - 1.0or., COAL rL Jz.
<br />"It, .: DOW."
<br />- `_
<br />I 20-175
<br />MEUBERS TO BE SOUITHERN PINE No 2, Wl SPECIFIC Nhit,)Z�"'-
<br />Wt — P41l (W)�-TOW rM (964)M-M ft
<br />I DENSITY OF 0.55 OR EOUAL � co, Cowie VA I-
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<br />GENERAL NOTES
<br />- .
<br />&�� "'I"Bat (C) ID- , , Gshw ,
<br />?IftnAMWM� �[V&UAIM
<br />PR Rl
<br />DOCUMENT (PLO.) K45 BEEN VMICO fOR COMPLIANCE IN ACCO E - .0 TFA—p-CW0% Mm, AS WANUFAVURED NY -J W BUILDEX, INC
<br />WVIW IWE 2020 (71h EDTION) Or THE FLORIDA BUILDING CODE, THIS SICOM PANEL SHALL NO] BE ASTALLED AT HIGH - 14-10 PANCLMATE FEMALE ID AND PARIELMATE PLUS ANCHIONS. AS MANUFACTURED Ft ELCO CONSTRUCTION PRODUCTS,
<br />VELOCITY W01RICANE ZONES BROWAft COUNTIES), 1/4-0 LAG SCRIM PER 140S
<br />DESIGN WIND LOAM SMALL SMO=WAS PER SECTION 160 Of THE ABOVE MENTIONED C,OOE " A RkVC WINC : I
<br />0 /46'# . 5/8- WOOD BUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT & SPECIALTY CO
<br />..JR �Gool
<br />SPI10 AS REQUIRED BY THE ISDICT WHERE STORM PANEL W11! BE INSTALLED, AND FOR A DIRCCTIONALITY FACTOR
<br />KO-0.11S, USING ASCE r-15 AND SMALL NO EXCEEJ THE MAXIMUM (&S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS r 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHO" SHOU BE 1 112" AND 2' " ECCO PAINELMATE KLIS
<br />3. 9 TMRIJ 12 is 17, 14, AND PAMEOMAL FEMALE (O
<br />IN ..Ell TO VEILRY 1.1 ABOVE CONMM, ULTIMATE DESIGN WIND LOAM OrrDhNNM PER ASCE 7-16 SHNI, BE FIRST
<br />",
<br />REDUCED 10 � 0 OLSON PRESSURE RATING BY MULTIPLYING THEM ffs 0,6 IN ORDER TO COMPAINE THESE ill/ MO (AS D) CI) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME WWI VAIL BE 1 1/2' NO NAEADED
<br />DCSCN PRESSURE RATINGS WItAlED ON $1411TS 3. 9 THRU 12 is 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P F 0, AS TESTED KPIE W OVER STRCSM, A 33% INCREASE IN AU.011l
<br />SIVESS FOR WIND LOADS WAS M USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS OEM OCTMNM IN C 3) MINIMUM EDGE. DISTAPICAT Or LAC; SCAlEft. INTO ill" SMALL BE AS INDICATED IN NIS DRAWING
<br />ACCORDANCE WITH N'D S' 204
<br />STORM PAl ADEQUACY FOR IMPACT AND WIND RMSTANCC HAS KEN VERITIDD IN ACCORDANCE WITH SEC" 115011.12 OF C4) MINIMUM KNIETRA!" OF WOOD PUSHING %"kt K 3/8'. 1/4- 0-20 SCREVIS USED SMALL, BE I 1/2- LONG MINIMUM
<br />THE ABOW MENTIONED CODE AS PER ANKMAN TIEFT LAB Of SOUTH FLORIDA wowts j"i4.oi-oi AND 10211l AS SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WAIN NO STUCCO,
<br />I 2-0 4k ASTIM E 330-02 STANaARM, AND AMEFACAN TESTWD LAB SOUTH FLORIDA REPORT 11)2301-10 AS PER
<br />TAS-201 AND TAS_ 2O.t PROTOCOLS. ANCT AS PER CALCULATIONS PERFOWED IN ACCORDANCE W/ SECTION 16N OF _ C 5) 1hil CASr THAT PRECAST STONE, all PRECAST CONCRETE PAWLS, STUCCO OR WOOD BOARDS BE FOUND ON NE EAS7WG
<br />rtORIDA BUILDING CODE WAL, ANCHORS 94ALL BE LONG 00=14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWIS
<br />ANCHORAGE 94ALL BE AS MENVOWD IN C 1). C 2) A CA)
<br />2 ALL ALUMINUM utimusioms to I* 6o63-75 ALLuy vo TEMPER (UNLESS otNE"sr Non-D) SEE SWEET 2 to) ANCHORS $KAU BE INSIALLED FOLLOWING ALL CIF THE RECOMMICHDATIONS AND SPECIFICAtION5 01' THE ANCHORS MANUFACTURER
<br />3 ALL ALUWNUM SHEET METAL INFO AT CLOSURES SHALL HAVE JIM-H14 ALLOY 8 PANELS MAY AI.SO BE INSTALLED HORIZONTALLY FOLtCWWG INSTALLATION DETAILS SHOWN ON SECTION I T400urw 6 (SHEETS 4
<br />4 ALL STEEL SHM METAL PANELS SMALL "M STRUCTURAL QUALITY STEEL ASTM A-553 GRACE 80 IANNAUM. O-W GALVANIZED THROWN 5) EXCEPT THAT HEADEPM 0 Aa SHALI. NOT 61C USED.
<br />STEEL DUSIGNATION W/FY- 22 2 ks (AMR ROLLED) To 3 SMALL Or THE RESPONSAftrTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUMIN WHERE SHUETER IS To BE
<br />5 ALI scirews To or volootas STEEL 3o4 OR 3ta Aisi stRis OR CORROSION RESWAw coATED ct"m STEEL As Q`h ATTACHED TO CoSuRE PROPER ANCHORAGE T" SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME
<br />PER BUILDINGS
<br />5M;83 W/ So kV, YIEID STRIVOCTIM AND 90 kg� TENSILE STREWN MO SMALL COMPLY */ FLORIDA BULUNG CIODE SECTION
<br />241 3.4 *0 EACH REGtkO STORM PANEI Wine LEWIMS OVER W. AS KR SECT06 1, 2. 6. 5, ol AND ALTERNATIVES Its, 31A At OW ON
<br />SHaTS 4. S. 6 A 7 RESPECTIVELY: SHALL PAVE A LEGIBLE AND FICADILY VISIBLE MAWkK WSTRUCTRa OWNER OR TUM40 TO
<br />6 BOLT$ TO BE ASTIM A- $07 GALVANIZED STEEL. OR AM XK SERIES StAINILESS STEEL. WIIH 36 kv MINIMUM YIELD SIVENCY" SECURE PAW I. S WIN APPLICAMILE REINFORCEMENT DORM PERM Or HURRICANE WAINANG
<br />? ANCHORS TO WAki SMALL BE AS F13UOWS 11, THE INStALLAT1011 CCWTRAL70P IS M SEAUCAULA ALL SHUTTER COMPONENT [DOES iii"(34 REMAIN IN CONTINUM CONTACT WITH
<br />THE BUILDING TO PREVENT *AV/RNN KMLVON
<br />(A) TQ_u1SMr._p9v= 1CINGBET1
<br />- i/4'0 TAIPCON ANCHORS AS V~ACTURLD By I,T,W BIALDEA. W (W� 0-1492 v.s.0 12 STORM PANEL INSTALLATION SMALL COMPLY WIN SPEC'S INDICATED IN THIS DRAWING PLUS ANY SiAILDING MO ZONING, REGULATIONS
<br />- I /" 0 . 716' CALK-N ANCHORS, AS JANNUFACTURED By OEWAL I `NC PROVIDED BY JK JLOSMTOM WMIRE POW IS APPLIED YO,
<br />- I/% . 3/4' SOLIG-SE1 ANCHORS, AS DISTRIBUTED BY ALI POINT SCRFIN� BOLT A SPECIALTY CO .)
<br />(Mli, r.-Xm P...i) 13 ( THIS PRODUCT EVALUATION DOCUMENT (P.EV.) MPARED of THIS ENGINEER 15 GENCRIC AND DOES N(,7 PROVIDE 01FORMAMON
<br />. 0, 4�10 PAKLMATE FEMAIE 10 A PANrUAkn PLUS ANWORS. AS MANUrACrURCD fry ELCO CONSTRUCT" PRODUCTS FOR A SSE SPECIFIC PROXECT; IV, WHERE 74 Sin CONDITIONS DEVATIE FROM THE PEO
<br />- 1/4*0 ZAMAC MALIN ANCHORS, AS MANVAMM By DEMALT. l"C Ibj CONEMPICTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND #STAI.I.AtION OCLUDYNG LIFE SAFETY OF NIS, PRODUCT
<br />A 1) ul"Ust EMOEDIAENT OF IAPV.OH ANCHORS INTO POURED CONCRETE SMALL IN 1 3/4', 2* " ELCO PAMEUMTE AND BASED ON THIS PE.0 PROVIDED HE/SW DOES NOT OEVIATE FROM THE CONINTONS DETAILED ON THIS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />I 3/4' FOR 7AMAC "Uh ANCHORS,
<br />ZT EVALUATION OM&ANT WILL BE ODWSIDFREQ INVALID IF MODIEWD
<br />A. 2) CALK_sol st SOUD-SF1 ANCHORS SMALL K EMBEDDED 1/6' INTO THE POURED CONCRETE NO EABEOMEW WTO (C) THIS PRODKJ�
<br />'YVOCO SHALL BE PEAMIT'no. 1/4' 0-20 SCREINS USED SHAU BE 1 1/2- LONG Nownitum SHOULD STUCCO EXW, (4) VIE WECIVIC PROACJS SHALL K PREPARED BY A rIM" REGISTIEK10 Ekgft" OR ARCHflFCI WHICH WILL BECOME NF
<br />AND I* ANNAAUM FDA WALLS WITH WJ SPJCCO. AND MAY BE HEADED SCREINS OR ALL NNIADED SCREWS WIO MEAD. ENWER OF RECORD (1! OR) FUR NE PROUIECT AND WHO WILL BE REW"611111 FOR THE
<br />BUT WITH ""C sm PROPER USE Of THE P E D ENGINEER OF RECORD. ACTING AS A DELEGATED EIVONCEIR TO NE
<br />P1 D ENMIll SMALL S~ to NIS LArtER THE SITE SPECITIC DRAWINGS FOR RtACIN
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAKU, PAVERS. STUCCO OR WOOD OOMCIS BE FOUND ON THE
<br />EXISTING WALL 00; FLOOR. ANCHORS SHALL SE LONG ENOUGH TO REACH THE ANN STRUCTURE OEHIND SUCH PANELS THIS PEO SMALL DEAN THE CATE AND 011*0ol SEAL AMU SXM%ft OF THE PROFESSIONAL
<br />(.)
<br />ANCHORAGE SMALL BE #5 JAINYOWD IN A I) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT
<br />(a) rc���AMJWLL�Al"_-Jw It SHUTTEA MAMUFACTURLR*S LABEL SHALL BE LOCATED ON A READILY VISW LOCATION AT SIORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION I 109 9.2 Of FILDRM BUILDING CODE ONE LABEL
<br />- 1/4 0 TAPCON ANCUMORS AS MANUFACTURED BY I I W Bvkmxl INC. SHALL BE PLACCD FOR EVERY OPENING LASELMO TO COMPLY VAN SECTION tTO99.3 OF THE
<br />- I/C # . 7/8' CALK -at ANCHORS. AS MANUFACTURED BY DEWAU, INC FLORIDA VOLDING CODE
<br />. 1/4 . 0 x !/4" SOLO -SET ANCHORS ' AS DISTRIBUTED BY ALL POINT SC*EW. DOLT A SPECIALTY CO
<br />- Ill 10 PANELMAn FEMALE 0 AND PANEUAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCIM Iwu%
<br />.
<br />- 1/4- 0 looll NAJUN ANCHORS, AS MANUFACTURED BY DCWALT. INC - 1114t,
<br />.— ; ......
<br />. .
<br />. .
<br />91) MINIMUM EMKOW747 OF TAPCON ANCHORS. ELco PAoVEXoAtC; MO ZAMAC WAIN ANCHOR. INTO THE �. ..
<br />SIP .�xl FLOWRI BUILDING CODE (Non High Velocity atinil Zone)
<br />$I" UNIT 50-Al OF 1 1/4. * .. . - - .
<br />*
<br />.
<br />0,2) CAX-1 At GOOD SET ANCHORS SK&L.I. BE OWINECIDED 7/3* ,SM THE CONCRETE BLOCK UNIT. NO IiENI%,44 7 , I .� MN= Vol 24 GAGE 09WAMM STEEL STORM PANEL CA
<br />. �w
<br />STUCCO SHALL BE 11CIRWITIA. 1/4' E-20 SCIW" USCD SHALL K 1 1/2' L04G MINIMUM 514OULD 7 to EXIST. * -- "ATI"n
<br />AND 1* MINIMUM FOR, WALLS *YN NO STUCCO, STA fTM GLOM PROTECTION PRODUCTS, LLC.
<br />=4�..!,
<br />jq% .. c � __ M.f.
<br />,�i�L � �.. 3 TRW
<br />9.3) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FO .ICA D.0 Ji,ll -i75
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH mg MAIN STRUCTURE 91LIAMO SWH .... Z:_M_:� - EM—F.-IF ru= AMCA; D"ANso Y"L M ixd-)W�, 20
<br />-
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<br />DETAILS
<br />CONCREJE OR
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<br />CONCRETE BLOCK
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<br />STRUCIURES
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<br />CONCRETE ANCHORS .1 1.
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<br />SICIETS 9 THROUGH 10) I
<br />02
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