|
11 11! 11,WIA I I III I I 1 -1 1 1 1 -
<br />--------_._-ANCHORS (SEE SECTIONS ON SHEETS 17. Ia. 19 111 20) -
<br />3: MAX. 7. -/17. wia, U/17 45/17, Book. 3• MAX.
<br />I• MIN. $W/lt, 7AW/I a "W/ID nw/l� Jewill a M/20 I: YN.
<br />=77�7
<br />0 O _0 O --- 0
<br />PAIL
<br />4OAAAR
<br />LIFE -.OIL
<br />A
<br />SOLIS W/7/n 3/32-
<br />one KAW WA9Ut a
<br />OADULA"
<br />4�
<br />---------- - ---- - ---------- 6'
<br />oolV�vft WrT
<br />D.M.A&-441
<br />rC WIRU"tNee POIL
<br />y. 3A/17 411/17. SAlillit, s1y17. 48/17. sivil, 3- MAX.
<br />7AW119 A AW120 EXTERIOR WO/iS. 79WISS III MN/20•I" MIN. I MIN.
<br />-ANCHORS (SEE SECTIONS ON SHEETS 17. 16. 19 It 20)--
<br />QPTION #2 FOR LIFE SAFETY STORM PANELQ ELEVATION
<br />semi 3/16*. 1*
<br />Tato 2"
<br />1"a Wum
<br />0 Lff S14FM
<br />pffly" L
<br />SECTION A -A
<br />SCALE 3/16--l-
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />GLASS
<br />CONDITION
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)TO
<br />+55.0, -72.0
<br />8*-8"
<br />2 3/4-
<br />UNBOLTED
<br />V
<br />MAX PANEL LENGTH
<br />(SEC SCHEDULE)
<br />POURED CONCRETE
<br />ON CONCRETE
<br />BLOCK REQUIRED
<br />UD•
<br />11.4' TAPCON ANCHORS
<br />6 11" O.C_
<br />IR
<br />INSTALLATION DETAILS FOR OPTION &2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />4 14,. D.C. TAPCON ANCHORS 1,14' TAPCON ANCHORS Y4* TAPOON A404M
<br />9, D.C. r ac
<br />POURED CONCRIM, POURED G�Ozymf�KTLPOLM
<br />OR OONCRIETE OR CONC OR CDWC�
<br />BLOCK REQUIRED jr-[1 BLOCK REDLJOED BLOCK REQUIRED
<br />1/4 11/4-
<br />Hen
<br />He
<br />GLASS
<br />x
<br />OU'l Un 6
<br />t7tN.i.a'
<br />Ea.*
<br />'ILL
<br />1/2' "7 VC! /4S.S, N.S./
<br />/a V;t�� WIND MR WASHER
<br />44:t-32,W
<br />0� '32�4*&S. M.S, W/
<br />/a•WING NUT WASHER
<br />me Tit 1/2- O.C.
<br />(BEYOND)
<br />7/8's 3/32' WING NUT
<br />-1 -=-12(- WIND
<br />WASWR * 12 1/2. O.C.III
<br />(BEYOND)
<br />TAPOON A"CW`S
<br />_,W4' TAPCON ANCHORS
<br />TAPOON ANCHORS
<br />__4lIr oc
<br />4 1/2' OC
<br />(STAGGERED W/ STD)
<br />4 1/2- D.C.
<br />(STAOCEIRIED W/ STUD)
<br />0 4 1/2" D.C.
<br />___POUR[D CONCRETE
<br />?OURED CONCRETE
<br />-_-_POURED CONCRETE
<br />PDURIN) CONCRETE
<br />OR CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />. --REDURED
<br />it EOUM
<br />WALL WOUIETIONS NG INSTALLATION
<br />REGUIRED
<br />WALL lilgjj�LLATION
<br />REQUIRED
<br />WALL 611OUNTING IbMALL&IM WALL
<br />6101�1
<br />I ATION
<br />0 LAR P
<br />SCALE 314r-l'
<br />0 LIFE SAFETY PANEL
<br />SCALE 3/8--1 -
<br />A�IEIL 0
<br />SCALE 3/8'-1'
<br />Un SAFETY
<br />SCALE 3/8-- 1 -
<br />PANEL
<br />WELT if m 20 MTYPE A
<br />rfmSEE
<br />SPACTIRANCORS
<br />INStALA" UM OM
<br />AKOVOR
<br />FIMIAEMMR
<br />sullam
<br />Mt$*AM ANDHOR S-AMM AM �
<br />EDGE DWANCE ARE 141)"IED ON
<br />SCHEDULE MR Lb UISL TWA 8=10 ON
<br />SDIEDULE REDUCE ANOWN SPACING BY
<br />Tftvm 9PACING SHOWN ON sCM[DULE
<br />3
<br />ASIMIL LB, 40K NOW
<br />rmm
<br />IT THE FOLLOWING FACTOR& me Ins
<br />OPENAT44 TO SE POSML REDUCED
<br />•
<br />JS
<br />SPACING OBTAINED USING FACTOR SMALL KIM
<br />K LM THIN NU.SPACMp NUMTED
<br />MR 04H *ICHOR TYPE ON tHIS SCHEDULE
<br />j1r
<br />5E-11-iil
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />IZ4- TAPCON ANCHORS 1/4- TAPDON ANCHORS
<br />0 1' DIG. a9, O.C.
<br />POURED CONCRETE POURED
<br />OR CONCRETE BLOCK OR cow"MMcK
<br />KOUMED 1 REQUIRED
<br />w
<br />/::10'0 PANELMATE PLUS W/
<br />. 3/32- *04 NUT WASHER0 6, 1/4* OC
<br />eDUNEO CONCRETE OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL bilOUNTING INSTALLATION
<br />SECTION 5A
<br />0 REGULAR PANEL
<br />SCALE 3/8*-1"
<br />SEE SWEt If At 20 MR ANICHM FOE
<br />Aliamn TIVIE
<br />SPAONO FOR INSTALLATIONS INTO WOOD
<br />Woman Br ow DUJ
<br />Fit" BUROM
<br />mm6m ANCHOR 9%0= AM .",
<br />WINE DWANX ARE MADICAIM ON THIS
<br />*U;�7
<br />SO4MULE FOR ED U35 I" INDICATED
<br />SCHEDULE REDUCE ANCHOR IWACING IN
<br />TPLISC SFAC" 240 ON SCHEDULE
<br />mm:=
<br />vi
<br />IRA=
<br />BY THE FMAMM FACIllm FOR THIS
<br />OPERATION TO K REDUCED
<br />Lam
<br />SPACING a@"= Lam FASMALL MyT
<br />K LEIS THAN MNAM SPACING NOCCED
<br />FOR EACH ANCHOR TIPS ON life 9CHEDUll
<br />r
<br />,me I.pD
<br />me I.pD
<br />Ea..
<br />•
<br />CD a-
<br />E,D
<br />0 0
<br />PAMELMATE PLUS W/
<br />. 3/32*
<br />WING RUT WASHER
<br />(BEYOND)
<br />._POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />SCALE 3/8'-1'
<br />Hurricane
<br />"o
<br />>
<br />0
<br />CL
<br />Cl
<br />0
<br />L_ 0
<br />Co
<br />-0
<br />0
<br />6
<br />ICU
<br />0
<br />M
<br />-=
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<br />=
<br />0
<br />0
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<br />0
<br />(5
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<br />0
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE LO PAND-MATE PLUS INTO CONCRETE
<br />-7I ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SMALL BE 1 1/4-
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 11.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8- CALK -IN ANCHORS SMALL BE IS 7/8- 0 CONCRETE.
<br />MR A WIND SPEED AS REGUIRED BY THE JURISDICTION WHERE THESE SHU"ERS WILL BE INSTALLED AND NO EMBEDMENT KID ANY FINISH MATERIAL SMALL BE PERMITTED. INT
<br />-IS A14D SHALL NOT EXCEED TIME MAJILLIUm (A.S.D.) 1/4* 0-20 SS SIDEVALK BOLTS USED SHALL BE LONG ENDuGH(SHOULD ANY FINISH MATERIAL EXIST) To
<br />wow WADER FOR A DRECTIONALITY FACTOR Kd O�85, USING ASCE 7
<br />DESIGN PRESSURE RATINGS INDIGUED ON SHEETS 25 & 26.
<br />•IWO A
<br />IN ORDER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 ENGAGE 3/4 NCHORS.
<br />a r ox 14-o TAPCON 0 6- D.C. W41*01 TAPCOR 4 TAPCON
<br />I T• O C
<br />= - Met. OC ED 0
<br />/i;;,hnN. rq� /2 THREADED f SMALL SE Fl REDUCED TO A.S.D. DESIGN WIND LOADS By MULTIPLYING THEM BY 0.8 IN ORDER TO >
<br />8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />AM HEADER TO COMPARE THESE W/ MAX, (A.S.0) DES" PRESSURE RATINGS INDICATED ON SHEETS 25 111 26. ANCHORS SHALL BE LONG D40LIGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />AT *=a PENETRATION AT WOOD HE
<br />HEADER WADER HEADER HEADER
<br />SMIALL SEE AS MENTIONED IN 8.9 AND IN 6.2). 0
<br />A IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE
<br />41 Am"I M I Mob /2 S NO WOOD HAS KIEN
<br />I. 1/2' /4' 94 ALLOWABLE STRESS FOR WIND LOADS WAS RM USED IN THOR ANALYSIS. FASTENER SPAC TO
<br />1/4 1 �/4 M.. , ILI W.. IN
<br />DETERMINED $1 ACCORDANCE WITH N.O.S. 2015. (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />2. , IIo.Id- 2' j�. STORM PAN 'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 94S BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER.
<br />2" X
<br />2' WOOD HEADER WOOD
<br />ul. REOURED REOUIRED THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />IJ. TA5-202 AND TAS-203. IS TO BE ATTACH TO INSURE PROM ANCHORAGE. THIS SHUTTER % ONLY BE ATTACHED TO . BLOCK VILL ACHED CONCRETE
<br />LrMlj
<br />INSIDE W/O THE USE o G FROM THE INSIDE OF OF A LADDER OR LIFT. THIS APPLICATION IS AUDI VIHIE
<br />-0 1 nKUCTURE. 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SMUM COMPONENT EDGES WHICH REMAIN IN CONTINUOUS M 0 M
<br />EXISFING EXISTING "I'VAUKU CONTACT WITH THE BUILDING TO PREVENT W##D/RAiN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />M QuAlle v QLAIll TO CLASS LENGTH, 6 -0
<br />L* M.. GLASS Taff so"U" cm (SEE 504DAE PERFORMED FROM THE INSIDE Or STRUCTURE C
<br />3. SERIES 1000 INSTALLATION IS APPUCA13LE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REGUMO 70 BE
<br />L* M.. CLASS
<br />PANEL LENGTH SHUT 10) PANEL LvlCTH smai If) SWILT 19) STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDINC AND ZONING
<br />(SEE NOTE I BELOW) 'L, Me. (SEE NOTE I BELOW) 'L, M_ REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />PANEL LENGTH PANEL LENGTH 'L, M OL43LE WHEN
<br />(SEE Hall I KLOW) TO OLASS
<br />EXISTING (SEE HOT I BELOW) am 4. SERIES 2000 INSTALLATION 25 APPLICABLE TO SINGUE AND 0 HUNG AND HORIZONTAL SLOERS STYLE WINDOWS 4 -C
<br />GIAI� PANEL LENGTH PANEL LENGTH 14 ATRIUM WINDOWS AND DOORS. W. E - 2 HAW STORM PANEL SySTE)e IS PRIM M43M C: ITEMS
<br />nar samauu: INSTALLATION IS ROOLARED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />Mn
<br />Cout smon" OW SWIT 15) ON ILHEET 19) (SEE NOTE I BELOW) yev-zhl- -a `Nw 16) &S KLS = NOTE I BELOW)
<br />S's. ws. W/• S.S. MLS w/ 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />1 7/a.
<br />wm NUT E
<br />7/6-0 3/32*1 A 3 32.
<br />WHO NUT 7/8. 3/32' S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 31 -H14 INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E_D,
<br />ONG NVT <
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURG SE AND INSTAL
<br />05 ALLOY MA -LATION INCLUDING LIFE SAFETY, OF
<br />7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL DUALITY STEEL. ASTM A-653 GRADE 50 Min., GALVANIZED STEEL P E.0- PROVIDED 0 M
<br />1/4-f TAPCON It THIS PRODUCT BASED ON THIS HE/SHE DOES NOT DEVIATE FROM THE COMMONS DETAILED ON
<br />a- O.C. W/I 1/2* ` �.. DESIGNATION W/Fy- 58.5 Ka (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SrTE IS THE CONTRACTOR'S RESPONSIFTImUry.
<br />W. THREADED
<br />PEIKETRATION AT S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL R
<br />AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />50018 W/ 50 lei YIELD STRENGTH AND 90 kli TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3,3.4
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLOP" REGISTERED ENGINEER OR ARCHITECT wMmCm WILL C: C)
<br />G 9. DOLTS TO BE ASTIR A-307 GALVANIZED STEEL OR AM 304 SERIES STAINLESS STEEL. WITH 36 lei MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />II l_I-II USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P-E.D. ENGINEER. SMALL
<br />10. ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS M
<br />LED R REVREN, >
<br />G (A)
<br />THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />ED, q� RECORD THAT PREPARED Ft
<br />�/4'0.TAPCON ANCHORS AS MANUFACTURED BY ITW. BLALDEX. INC, (Mlk t`3192 p-i.)
<br />6 CALK
<br />t
<br />ED, /4 • X 7/5 -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. f'3000 p.m
<br />CONT I/4*020k3/4^S.S. M.S. W/ U.S. W/ EQ. to 0 0 0
<br />cw, 7/0-ft3/32- WHO MIT 014- PANELMATE FEMALE III Im PANELMILTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. TO. STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL I
<br />✓"IMING NUR W" '3350 P..J.)
<br />0 12 /2' D.C. UT !!.T (BEYOND) L (I
<br />3/32 3/32- 7/11`0.3/32- WING NUT ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING CODE. ONE LABEL Slou BE PLACED FOR EVERY ZPENING, 0 12 1/2. O.C.OWASHER (BEYOND) LABELING TO COMPLY WITH SECTION 17D9.9 2 OF THE FLORIDA BUILDING CODE.
<br />0 6, D.C.
<br />1/4-* TAPCON 0 Ir O.C. 0 v O.C. sys"o 3/32, WM NUT 2'%4' WOOD PLATE A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE I AND 2- FOR PANELjAATE 0 jlj
<br />("AGOBtM */ STUO) STUD) MooeT. 2.4' WON P R I ?/8'o 313r WING NUF FL
<br />=T;)n T"READED OF PLATE MQUIRED WASHER 0 6 /A- O.C. REOURIED WASHER IS (BEYOND) FEMALE ID & PANELMATE PLUS. > 4_
<br />TOrAT THREADED
<br />meweTH WOOD PLATE PLATE i
<br />OF PLATE A2) MINIMUM EMBEDMENT OF 1/4*0 X 7/8' CALX-JN ANCHORS 94AU BE IS 7/6- INTO CONCRETE. NO EMBEDMENT INTO
<br />OF PLATE #14-10 PANELMATE, 1/�� #14-10 PANELMATE 020 55 SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERL EXIST) To ENGAGE 3/4'
<br />1;g;,V PLATE Aig;,Noo PLATE *NS ANY FINISH MATERIA1. SMALL BE PERMITTED.
<br />WALL MOUNTING INSTALLATKNJ WALL bMNTING INSTALLATION *.6 1 "40 C UL 4 MOC,
<br />A"% 1/4• AL
<br />CAW O REGULAR PANEL AT MlDW&_H OF PLATE AT MIDWOTH OF PLATE INTO ANCHORS. WALL MOUNTING INSTALILATION WALL IMOUNT11% IMSTAILIATIM AM SCALE 3/6--1- &MVWCANIEL A_
<br />MAIM SAW A-3) IN CASE THAT PRECAST SIOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE DUSTING WALL OR
<br />WALL MOUNTING I TI FLOOR. ANCHORS SMALL BE LOW, ENOUGH TO REACH THE WAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL SCALE 311r- I KSTWA ON WALL MOUNTING INSTALLATION
<br />REGULAR PANIEL 0 1 ALTERHATM BAW
<br />PANEL ALTERMYM MW BE AS MENTINED IN A I) AND IN &2).
<br />SCALE 3/8--1- SCALE 3/8'- 1' 0 REGULAR PANEL 0 LIFE SAFETY PANEL (B) M EXIO?IG CONCRETE aLOL K No, 44167
<br />SCALE 3/0--l- SCALE 3/8--1
<br />/vKyCENS� %
<br />FLORIDA BUILDING CODE (High FLORIDA BUILDING CODE (High Velocity Hurricane Zone) FLORIDA BUILDING CODE (HIgh Velocity Hu Cans Zan*)
<br />1, INSTALLATIONS AM ONLY VALID FOR BUILDINGS WITH A. D. DES -ON LOADS velocity Nuu come Zon - 1/4' o TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC
<br />UP TO +55.5. -72,0 PSF AND PA VS LENGTH LOP TO a'-$' NO.4 Kept, "Llm. 20 GAGE GALVAMZED F.P No z 20 GAGE GALVANIZED STEEL STORM PANEL 1 4 0 X 7 CALK-JN ANCHORS. AS MANUFACTURED BY DEWILY INC. (r-15DO PL"j.) PION' ".7m PQ F.P.
<br />2 FOR NEW WOOD FRAME COMSTRUCTON� WOOD MEMBERS TO BE SOUTHERN STEEL STORM PANEL pumew We: ;*t - 20 GAGE GALVAWEV STEEL STORM PANEL
<br />I, INSTALLATIONS ARE ONLY VALID FOR BUQDNM Wilm A.S D, DESIGN LOADS almem - #14-10 PANELMATE FEMALE LD AND PAHEUAKTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION
<br />_A-C_ :_ - -1 _D - PRODUCTS (rm-2071 p.s.i.)
<br />PIKE MO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EDUAL 07/21/on UP TO .55.5. -72.0 PSF AND PANELS LENGTH Up TO 9 -8 w/w. U/n/�
<br />GLOBAL PROTECTION PRODUCTS, LAC. GLOBAL PROTECTION PRODUCTS, LLC. NAM GLOBAL PROTECTION PRODUCTS,
<br />Z� ECO, am I.I.C. - �
<br />Ti �7 2. FOR NEW WOOD FRAME CONSTRUCT04, WOOD MEMBERS TO BE SOUTHERN ONAL FL. M.
<br />aloo &W a, ITTIMEET AlOm ". 91 slow llw. 5 wow
<br />0 %16� PIKE NO, 2. W1 SPECIFIC DlDwSFTY OF aSS OR EQUAL IeL Z-VUL, DmWL FL 3"1. •BAWL FL 31514 U.tm - - K. .1. P.ONL (W)�?Uk I- W.)N*-4m 20-176 COA)MR-,",
<br />.... .... I I AdOW (W)M-?Uk FAIL 20-176 ftod, (PM)®-nm w 20-176
<br />'y amm- � ow-KH
<br />a" Oftemw ft ORWOK; ft -.1 - I - I - . i -WwK Ns
<br />Pl- lot W.,vowm/wor 'WILTER � "ILLY Jr.'JL . ! - Pl. sOL/wmWTvwL/OM - !
<br />WKjam � ?&In J'.. ox wer, If or 25 2 :
<br />I TUNISIA Ug, 4 44147 1 A I - I - I wort 2, OF me
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS 3•/24 6
<br />OR` -on - o"O") INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l) V/24 I� 4'/24 an & Wait: 2 mmow) 3- M.. 2'/24 P V/24 P ro) NOTE 3 onow)
<br />AIM,• Sri Is EACH FOR comCftEFE AACHORS, SEE flD Min. r M PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />of wow" ON Tow FOR wm SCROW. - - IS., "41
<br />15.196' (TOTAL WIDTH) 2.250' rs
<br />IYa SEE BECTIOVIL ON SWEET 26 2 IDWOULL 0. Sw 7
<br />ODWONTE UCHIPS 4 IUCHUMOFW aw; spommut owsmaim 4 a-
<br />12.500' (EFFECTIVE WIDTH) r-- -1 I I i i ! i I I I I F = .11 _\ . mANT ow ow 20
<br />VA_�_.r•
<br />- 4 Cn
<br />CD
<br />II 4)-
<br />7*
<br />I am
<br />v CWW I -Iiw I -T
<br />all"Oe 0100111) -VWR
<br />2 HEMMED TYP AM A-03♦ Sa NVIE 2. 4 iii-mai72. 3. 4 INDOW SEE Hall OF N
<br />am 30 MoMMIN 3. T rw)
<br />O-W CALV,
<br />ALL I
<br />A 48.9
<br />VOILTED PANELS W/
<br />4 F�, * 7, KILL CIO
<br />--- - ------------- �5• +1 1 111 3/w Ao,
<br />P.
<br />-1 --1 1 4FT1
<br />e.250
<br />2.470'
<br />D"All.
<br />Dea, t.
<br />IKIEWDO TIP
<br />} I
<br />IKIEWDO
<br />on UK. IN" i POD' DDID PMAI) 1"Illew �7:
<br />2.1111- -- - -- --F-" -7-T- -1 11 60 X
<br />;ALVAN= am EDGE 2.2" 7
<br />60- Pi I vz. 1 1/2
<br />3.500, .075, 2_500' .075,
<br />22" - rt, � ra
<br />STORM PANEL
<br />40 x -Ll Z
<br />-U- TRACK HII 11 JI I I ll;l
<br />I SOL
<br />• FANEIMATE (TP) ft WAW 26 ILIE SCHEDULE
<br />no MI,
<br />'SEE NOTE 4 BELOW •
<br />51"AmAnOW
<br />T REVERSED "him TRACK REVERSED scHommUL
<br />ve OO.CmEFL ANCHM SEE • mor 3.
<br />PANEL'S 040 LIP 7.w. UL TO OLM To QLAML j..-Uno
<br />TE LOT"a" aap•TV CASIL I
<br />v SCHEDULE ON SHOT ft Fall WOOD SMU� I.
<br />W/ HEMMED EDGE .23_0 SEE SECnOwS ON SHM 26 TO WARS. I I
<br />60- 1 VAW OVERLAP VWXY OwOKAP I
<br />.8 f I om w/ OR TO BE I ALWAYS INSTALLED AT EACH
<br />VAST •PANEL (D TO BE VISIALLED AT EACH =.-..01 IFFBE W1
<br />OK. SMAL, WAYS BE PROVIDED W/ WAIT MAHDIZ To %I. FE BIO 11 koalt, LVATION FOR S fre WAR HARE M FACILITATE InSIALLATION TYPICAL ELEVATION FOR i! I
<br />•T W WITNDED TO BE INVIALULD FROM NSOE OF STRUCTURE.
<br />E-Z HANG C -
<br />O�
<br />!21: E-Z RAN STORM PANEL INPUT OF STRUCTURE Rm PA N r, Ls %Ksly-s' I E m I
<br />ICMZ 413r - I* SONE 3/ar
<br />HEMMED, CAP 3
<br />I I ME= t 1 0 11
<br />-1/4' CAP /.- Na.. I
<br />1/4' ftm� GAP -j-
<br />All 4A 7-
<br />7j
<br />aw. CD
<br />ISOMETRIC VIEW DETAIL A _0
<br />R
<br />END UP W1 MEMMED EDGE
<br />ROUNDED CORNER 0 ENDS OF PANEL'S 25-•
<br />er IV'- (3) W/ OR @ - IOrNATE LOCATION Ppummp
<br />SECTION A-
<br />SCAUE 3/3r I -
<br />TOME 3/3r
<br />SECTION A-R
<br />C
<br />(N T.S)
<br />.125'
<br />(1) DEFINITION E-3091-ME10: E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANELREaNm r.:- I L-2.000'--J S* M... TRACKS AT TOP & PANELMATE PLUS OR 15' LONG "AROAM wFly
<br />E - 7 WAKI STORM PANEL SYSTEM CONSISTING OF PANEL
<br />(jrAT BOTTOM W/ PANDILMATM
<br />(2), END PAWLS SMALL ALWAYS BE TO WALL. BY MEANS Of
<br />J* TRACK ED ED
<br />Cont. TRACKS Top * BOTTOM PANIELMATES CONNECTED
<br />AT END PANELS
<br />2"W(Max.) ALUM, ANGLE (2) (ED PAWLS SMALL ALWAYS SE CONNECTED TO BOTTOM TRACK OTHOMSE A STOP BAR C�� Y If 'CHIMAE - I
<br />SMALL K PROVIDED AT TOP OF SUCH PANELS. SMALL BE C -0-20A3/4 .& W/ 7 (&C32 mHm_
<br />YANG NUT OR 1/=4�(2W Mi.. THUMBSCREW INTO TAPPED EFT AS ow Twor n)
<br />125' 6061-TB Alunn. (3). IF END PANELS ARE CONNECTED To BOTTOM TRACK. CONNECTION SMALL CONSIST OF DESCRIBED ON N 3) 1 ow). t
<br />T n j
<br />ALLOY ONG NUT OR IA/4"P%314' MIM, THUMBSCREW (3). WALL AN Ka-W esorm6o'M OF FASTENERS #PY BE
<br />AT EITHER OF TWO W
<br />7r INTO TAPPED FOR CASES M404 END PANELS ARE USE JOINTLY W/ 15 LONG AT AT WALIL INST, MOM-YNTING InT
<br />END PANELS AM CONNECTED TO BOTTOM STOP BAR SECTION 1 0 SCALE 318-l' FLOOR TO CEILING MOUNTING INST, Butill-QUL-11119UH G INST,
<br />EXTERIOR FLAT FLANGES OF END PANEL NG I CIO
<br />ar SCALE 3/6-,' Imam
<br />(4). IN CASE Ir BE PROVIDED AT TOP Of - PANELS OF S 9
<br />rS ONLY THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 0.0. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY Iw ALIM-1, SCALE 3 SCALE 316-l' USING S USED IZX AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK &
<br />Ta KIM MOUNTED TO EXISTING SILL WALL MEANS OF PANELMATES. ONE INTERIOR PANEL rsoupeam FOR
<br />SPECS MAY ON (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOHI'LYT,= BOTTOM ATTACHING BOTTOM TRACK To WALL 10.0
<br />Wl TWO PANELMA w Town. 0, AT no AS 13 'tfk A. A. AANUNINNN
<br />TO BOTTOM TRACK OCCUR AT ANY PANEL LOCATION SHOWN ON ELEVATION AND W/ CV12' TO Ae
<br />Min. EDGE MTV THIS IA%I",. PANEL Jo Es 4 BAD
<br />,eooat pe
<br />S" * - _t ....
<br />Sa
<br />V
<br />(5). SEE SECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25 IECTIED
<br />NOT NEED CO,7 TO BY ANY MEANS. S741ED 21
<br />50 'D
<br />EN THAT ADJACENT PANELS (19 LEFT & R04T
<br />SUCH a) HAVE
<br />7 .055, (Typ.) THEIR OVERLAPS RETAINED BY 8
<br />No. 44167 E N,✓NO. 44167
<br />FLORIDA BUILDING CODE (High Velocity Hu can$ Zone). FLORIDA BUILDING CODE (NIVIT Velocity His cons Zons)l L-1- 0 FLORIDA BUILDING CODE (High VolOCIfy HU COne Zone), <
<br />IM0311 MI= wc.•TLYDOO. WK, .20211 INC. FP
<br />.750' --- rl. lCOMBINED N AM WAY To KIT .
<br />3s ATEOF 20 GAGE GALvAN= STEEL STORM PANELPr•R No. 4 167 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN w. AN STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL 3142
<br />GLOBAL PROTECTION
<br />11LIEC011111114c Amep &w. 5, 5TRw a/u/na STAI OF - Q:s GLOBAL PROTECTION PRODUCTS, LAC. W/u/m- DETAIL I GLOBAL PROTECTION PRODUCTS. LLC. z
<br />PRODUCTS, U.C. -of 11LIEC 0.11111c. 1/2* 1' VIEW MIT.
<br />MYE, WE:
<br />S.W. a, SIMEET S.W. 51 snw
<br />3"W(Max.) ALUM, ANGLE STOP BAR I INA TIUUl Co. AM DOE. Fl. =I. mv FILLF, narea; a goommom am~ Mm� (UH DAWE. Fl. 33314
<br />_xls P-OKE M •
<br />tw)mo-sm U. Km. Ameem. n, 20-176
<br />LONG 1, 'J'Al im anemeament CAME. 1 3331. 20-176 ame.. - U. Wmeme, 20-176
<br />1* __=M_v" afteem; OUR WW (We 50113 T5 Alum. ALLOY 1 - 1 DeanneSS� "M-� . -t; 0101 _
<br />U-OM7,9 CA-00010t 1 EH CA-0000719 ONNUIC ft _j
<br />PL. tWAa/96Tr,L•UEAYR%ALT" A ALLIff ... PJL . . i UALM . FUL,
<br />- FM9 � 1 1 emantawas mear In OF LK, d I., I 611E
<br />SHEET NO.
<br />SH 1.2
<br />
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