|
- - - I I I � E111 111 1. 1- 111 '--1- 1- -j I -
<br />L-- Il r111L.�IVIWMIrIT
<br />ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 R 20)
<br />r MAx 3An7. Wt7, eA/la So?. WIT. 6e/l4 3 MAX.
<br />`' MN. W/l9, TAW/n • 111,010/20 �or/It, 79W/19 8 68W/70 I• M_IH.
<br />D.M.Gr 4O
<br />b O 0 0 0 0 0
<br />T� IL!
<br />I I
<br />O•�
<br />NcuA PAIL LIFE Butt• T P. �. Imo• w RNR
<br />a' ••ICI NU1 ,NASNW AT -{.
<br />{I
<br />,
<br />P 1 e.
<br />,1aN • LIFE SAFETY - 1
<br />PNEI, SO7f0M COI•QS
<br />D.Y..®•r�- - .. 1
<br />` •w•-'., .WMr HIS A,
<br />3;-MAX W/7. W17. Wt4 R99 IWB k•�~'
<br />WnU/ a. 3-
<br />I"
<br />ML W/l4 7AWh9 III W/7D 41 !WW/20 YAX-
<br />1• .
<br />ANCHORS (SEE SECTIONS ON SHEETS 17. 10. 19-
<br />OPTION 2 FOR _LIFE SAFETY STORMPANEL D ELEVATION
<br />SCALE 3/16'.1- ,/.• MARK •,V
<br />�r
<br />d 231E I
<br />' 9!�.-waE n+M �
<br />ETY
<br />PAKu
<br />SECTION A -A
<br />SCALE 3/16•-I'
<br />IMM 1!1II17w.1w1fl9jm 11 *1 Lei I'm IN
<br />I X - B► I"W5.41TIVITIMM I I
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />8'-8'
<br />2 3/4-
<br />UNBOLTED
<br />Y•
<br />Mo.
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />Hurricane
<br />-
<br />INSTALLATION
<br />IZ4• TAPCON ANCHORS
<br />DEVILS FOR OPTION
<br />INTO EXISTING POURED CONCRETE
<br />--_44• TAPCON ANCHORS
<br />#2 FOR LIFE SAFETY STORM
<br />OR CONCRETE BLOCK
<br />,14' TAPCON A/KAIORS
<br />PANEL
<br />STRUCTURES
<br />SYSTEM
<br />/4• TAPCON ANCHORS
<br />• 9' O.C.
<br />O 9' O.C.
<br />_
<br />9. O.C.
<br />_
<br />• -9' O.C.
<br />POURED CONCRETE _
<br />OR CKRE
<br />9LOWIRED
<br />POURED COMCIEIE.
<br />BLOCK REQUIRED 1 ..
<br />POURED CONCRETE _ A
<br />O LEI OIKRED ,j
<br />POURED CONCRETE;
<br />BLOCK REQUIRED ,j \
<br />I/1ONCRETE
<br />'
<br />�
<br />(t 1 4,
<br />ED4
<br />Max.r
<br />\
<br />ED•
<br />Co.*
<br />- -1
<br />Los
<br />.{�
<br />.M.
<br />- VNwd A
<br />a
<br />{ Tt
<br />v ±
<br />I Yn OIRAWM11R• A ..�
<br />Ua q -
<br />{I.M fP'/IINIW 10
<br />I �a
<br />YM VIMw• W /�
<br />R vAo Ma w
<br />o
<br />1
<br />Wcm
<br />,
<br />, ,Man ra
<br />SAW""
<br />E705>u,-j
<br />GLASS
<br />£krSTIMzJ
<br />It
<br />WG
<br />A E)OSONOJ
<br />I
<br />N
<br />W
<br />CLASS I
<br />GLASS
<br />z
<br />r
<br />qwL
<br />i
<br />I n4rt. �';
<br />I 2diT.
<br />EOe
<br />.�
<br />E.O.•
<br />ED•
<br />E.O•
<br />•,
<br />//
<br />ta'7/e'P
<br />1
<br />/2- 14'f-20aJ/4'S.S. M.S. W/
<br />r- .. Y/e'a3/32- WING
<br />!12{ 1�4'P-20.3/4^SS, M.S.
<br />W/..
<br />.
<br />3/32" WING NUT`•^^
<br />NUT
<br />wvSNER
<br />7/e••r.T/3x- WING NUT
<br />WASHER
<br />.
<br />WASHER O 12 1/2. O.C.
<br />�•� MUI WA31#R (BEYONp)
<br />..
<br />14' TAPCON ANCHORS
<br />_ _ 11�4' TAPCON ANCHORS
<br />- 1 4 TAPCON ANCHORS
<br />�4
<br />_ - 1 4' TAPCW/
<br />O 4 1/2. O.C.
<br />(STAOMM W/ SLID)
<br />1, 4 1/2. O.C.
<br />(STAGGERED W/ SAD)
<br />1/2 O.C.
<br />RS
<br />O 4 1/2' O.C.
<br />.__ -POURED CONCRETE
<br />_ _ POURED CONCRETE
<br />_-YOURED CONCRETE
<br />FOURED CONCRETE
<br />_ _-_!lI
<br />OR CONCRETE OLD"
<br />OR CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />CONCRETE BLOCK
<br />REWIRED
<br />WAU
<br />SECTION
<br />3ASECTION
<br />REQUIRED
<br />3B
<br />REWIRED
<br />WALL MOUNTING INSTALLATKkI
<br />SECTION AA
<br />WALL.
<br />WAUSIED
<br />MOUNTING INSTALLATION
<br />O REGULAR PANEL
<br />SCALE 3/8'-1'
<br />O LIFE SAFETY PANEL
<br />SCALE 3/8--1'
<br />O REGULAR PANEL
<br />SCALE 3/8--1-
<br />SECTION 4B
<br />O LIFE SAFETY PANEL
<br />SCALE 3/8--l'
<br />10 • 2a FOR ANCHORS TYPE A,upaxt
<br />mom Ift
<br />- 1/4-•
<br />SMSEE
<br />iaM ln MR INSTALLATIONS INTO 1OOD
<br />M\ ll•YSR SMrr N
<br />7
<br />FRIIE elEDN6.
<br />EVIE DI AIIrM SPIGSS A,ID MINIMUM
<br />CH FOR ARE ON THIS
<br />•aIr•NAv OIIrP.4N �)
<br />3
<br />AL LESS
<br />SCHEX" FOR E0. Lai 11MM NPG a,D ON
<br />IEDUC[ ARENAS SMGNO dr
<br />•a A,►t p,�, y SPA
<br />s
<br />A9R9L LL
<br />ISOIaR
<br />MULTO VI SPACING STO'SN ON SGHRORE
<br />THE
<br />EY FOLLOWING IS
<br />N THE FGLTOIBE OSOKFACHN6. FOR REDUCED
<br />REDUCED
<br />OPOGW➢N TO K rLUC
<br />1 fin'
<br />FA
<br />SEINING OBTTHAN1 MI MUM FACiG SHALL WA MDT-
<br />FO tA4C THAN MINIMUM 9MO1C NpGTm
<br />FOR EACH ANCHOR TYPE ON 116 EOIEO,AF
<br />3'
<br />3 ,n•
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />-- _IZ4' TAPCON ANCHORS 14• TAPCON A*>IOQS
<br />O 9' O.C. IS 9. O.C.
<br />POURED CONCRETE __� POURED CONCRETE
<br />ROR EOU BLOCK 1 WOO pRETE
<br />1/4-
<br />_IIOK-
<br />F
<br />.. E.D.• �. , i EO
<br />iN
<br />�/Ir14-10.6 PANELMTE PUTS W/
<br />• -7/6'• . 3/32• WIND NUT WASHM
<br />,16 1/4' O.C.
<br />tKKAMED CONCRETE
<br />OR COMPETE BLOCK
<br />IEOUNRED
<br />WALL MOUNTING VALLA71ON
<br />SECTION SA
<br />O REGULAR PANEL
<br />SCALE 3/8•-1'
<br />SR SHEET It • 20 TINT ANCHO 4 TAP[ •
<br />SPACING FOR NSTAUATIONS MO WOOD
<br />M mOA smosm
<br />3
<br />7
<br />RPAS WALE* .
<br />MINIMUM ANCHOR SPACYIGS NO WOMAN
<br />OW OWIAMM ARE ICATO ON THIS
<br />M
<br />•I•W •wNs
<br />w•„ 6+)
<br />3
<br />7
<br />SGImAE FOR ED. LESS THAN 04KAIM OM
<br />so4m" OEM" ANCHOR SPACING T
<br />MILTMLY•O stKMO 9ONL ON SOwasIAE
<br />OA ArH
<br />0•a.N eLr Pa
<br />3
<br />J 1/2
<br />RooN. Its mi
<br />mum"
<br />now
<br />SY M FOLLOWING FACTORS FOR THIS
<br />OPOMTCM TO K POSS LL RmlxfD
<br />, ,n•
<br />_
<br />---
<br />tM•IG PACING SWLL Mtt
<br />SE um THAN
<br />m LASS AN O MINIMUM ION IN •IdGRO
<br />FUR EACH ANCHOR TYPE a t146 9GEDIAE
<br />2 ,/2'
<br />- -
<br />Ilr
<br />I
<br />[14-10•0 PANFLMAn PLUS W/
<br />. 3/32• WING MR WASAW
<br />(BEYOND)
<br />._SOURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />TACT MOUNTING INSTALLATION
<br />SECTION 38
<br />O LIFE SAFETY PANEL
<br />SCALE 3/M.,
<br />Nurricane
<br />N
<br />C-
<br />Cu
<br />0
<br />L
<br />U
<br />N
<br />N
<br />I-
<br />0
<br />.�
<br />cd
<br />U
<br />-0
<br />N
<br />0-
<br />O
<br />O
<br />C
<br />L-
<br />O
<br />O
<br />O
<br />'�
<br />Cv
<br />LL
<br />6,-
<br />0
<br />��t
<br />C V
<br />>
<br />An
<br />In
<br />"
<br />0
<br />�
<br />m
<br />0-
<br />CV
<br />-0
<br />.�
<br />U)
<br />Q
<br />a
<br />z
<br />z
<br />w
<br />J
<br />INSTALLATION DETAILS FOR OPTION #2 FDR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM GENERAL Nrrtst VALIQ F-7 HANG STOM PANEL 4 YSMd
<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 COMPUANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 A PANEUMTE PLUS INTO CONCRETE
<br />- _ - - -- ACCORMOCE WITH THE 2020 (7th EDITION) OF Tiff FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4•.
<br />DESIGN WIND LOADS SHALL K DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 8.2) MIWAWI EMBDMET OF 1/4-0 X 7/8- CALK -IN ANCHORS SMALL BE IS 7/e' INTO CONCRETE. nl `I FOR A WINO SPEED AS REOUIREO BY 111E JI1R301CT ON
<br />L -- 1'S , �� / i� -.WOOD HE�-�� _ _ 11, FOR A WIND ONAUIY FACTOR KDI WHERE THESE SHUTTERS WILL K INWALLEO AND NO * 0-20 EM ODE ANY FINISH MATERIAL SHALL O ENDUED. W .� O
<br />i 0.85. USNG ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM AS.D. C'V - -s-I
<br />�' I' i s ( ) 1/4. 1-20 11 SOCWNK BOLTS USED SHALL BE LONG ENOUCH(1HOUlD ANY FNiSIM MATERIAL EXIT) TO
<br />- , 4'• TAPCOM O Y D.C.DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 t 26. O
<br />/ ' j _ 1/f'N TAPCON O 5' O.C. ENGAGE J/4• INTO ANCHORS.
<br />1/4'• TAPCOM • 6- O.G 1/4'• TAPCON • r O.G- _ 1 1'• TAPCW O 6. O.C. 1/4*6 TN•COI O e• O.C- l4/1 1 2' MN. T}MEJOED r' I -W/1 1/2• MiR iTRFAOCD N ORDER TO VERIFY iF$ ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C� M
<br />- - "V//I 1/2 YN. 11eEA0ED i _.-.W//1 In' MN. T1Y6AOED -t�/f 1/2• WN. TwIFADED1/2' EMI. THREADED II P 710N AT HOOD PEIIETTRATON AT WOOD SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO B"3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS FOUND ON THE EXISTING WALL 1 1 PENETRATION AT WOW I PFil/RA10t/ AT WOfX1 �' .I ! PENE7RAi,ON A7 WOOD P[IE7R,tllO1 AT w000 H V
<br />FADER HEADER ro COMPARE THESE w/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2S R 26. ANCHORS SHWl K LONG ENOUGH ro REACH THE ION STRUCTURE BEHIND SUCH PANELS. ANCHORAGE / HEADER HEADER HFA001 HEADER
<br />WILL BE AS MENTIONED N 6.1) AND IN e.2).
<br />-J IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TIROS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE O CO
<br />In• !/Z' 1/4'1:10
<br />,n• 1 4 - 1/2' , 4 , /' 11/4• I�AADE STRESS FOR WIND LOADS WAS RM USED N THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS BEEN
<br />! tMoa. ' MI•A �; 1//4 '.� JMa. .--..-_-_-T11�_ IN ACCORDANCE WITH N.O.S. 2015. (C) ANCIORSS � BE INSTNJiD FOLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'SCA-
<br />2 1___ 1 ' y. i_i2' T-"-__._7WOOD HEADER '',2' I STORM PANEL'S ADEWALY FOR IMPACT APO FATIGUE RESISTANCE HNAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF��71 L.-y ul WD00 HFAO_ ERRvi_% 1•n. .(I� 'Min. �� REWIRED - M"' (j f�,REQ IRED ^ , THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPOMSIBRITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCRIRE WHERE SHIfTER� \y®9WTAS202ATIS TO BE ATTACHED TO ISURE PROPER ANCHORAGE. THIS SHUTTER ANAL ONLY BE ATTACHED TO CONCRETEBLOCK (n 01COINCO/R 2. THIS SYSTEM IkIS BEEN DESOAED ro BE eNSTAtlED ON THE OtitStDE OF THIN OPEwING ACCESSING tiff OPENING FROM THE • ..'T.� INSIDE W/O THE USE OF A LADDER OR UIT. THIS APPLICATION M VAID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WK" REMAIN IN CONTNUOIA u
<br />Lr L•. SOIwwoL © L FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />'EL LENGTH
<br />GLASS (� p •L• M.. IAA55 (OE fa ItE _trot 3. SERIES 1000 INSTALLATION K APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOI/MEO TO BE LENGTH ,ll
<br />VICE SONDIAJE r
<br />' ( SEE HOR .L. PANEL l ) w SNm ,n 13 STORM PANEL INSTALLATION ANAL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING -
<br />ro r/ag BELDI,9 A
<br />(KLOIY) Mnm>7aI61Or , (SETS NNGTE T - (SEE NOTE Ex1511NG ON SHQT tq SERIES 2000 __�GULATOtS PROVIDED BY THE JURISOOTOI/ WHERE PERAIfT IS APPLED T0. PANEL 1I SOL •; PANEL LENGn, -__ - - ANEL lE ' I µa S - PERFORMED FROM THE INSIDE Of STRUCTURE
<br />1IN belt NnEXIST
<br />5 APPLICABLE TO SINGLE AND DOUBLE
<br />----.)a bell 1n 1/4Y-2a1•_= - - - pt1g5TI� ON WQT t6 (SEE NOTE , 1- MOs. ( )MASSING �, . - , SEE NOSE t am soatt" R -'_- --,96 L P 1' MA•KLOW') 54 M W/ (SEEPANEL LENGTH NOR 4 INSTALLATION REQUIRED TO BE PERFORMED FROM THE INSIDE OFHUNG IOTA SL%DENS STYLE WINDOWS WHEN14 ATR IUM WINDOWS AND DOORS. NC. E - Z HANG STORM PANEL SYSTEM'• IS
<br />GLA
<br />�7 i -TTtAiEi to M3/12 11 { -. _ / / _5. AL N-11111NUM EXTRUSIONS TO BE 806J-i6 N.LOY AID TEMPER. UNLESS O7NERYASE NOTED 15. (a) ORPRODUCTH4TON FORTON OOClR1EM (P.EL.TD.) PREPARED THUS WEER S GENERIC NA NOT PROVIpE
<br />)}) I 7 I • 3 32NF A fTE SPECIFIC PROJE i I.e. YRiERE SFIE TE FROM .EA. ` S• _ -. `,- ^- rtl'e' - - _ _ _ WING NUT I 1: 6. ALL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE 3105-H14 ALLAY.
<br />- •7: -_iA : - 6' (b) CONTRACTOR i0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />/1
<br />__ • r jib I
<br />APOON 7. ALL STEEL SHEET META PANELS STILT HAVE STRUCTURAL OIUI.f1Y STEEL. ASTM A-6SJ GRADE SO Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.ED- PROVIDED HE/SHE
<br />DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />_{ I y{ o C. 1�7 I 1 r DESIGNATION W/Fy- 56 5 As! (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION THENT N SAFETY AT SITE E CONTRACTOR'S RESPONSOU Y.
<br />am. rHwIDE0 A
<br />PENETRATIONA r{•O: _� i I B. AL SCREWS TO STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PDIN I.) THIS PRODUCT EVAWTON DOCUMENT WILL IE CONSIDERED INVALID IF MODIFIED. .-
<br />'MIOLWOM (X PLATER - 50010 W/ 50 km YIELD STRENGTH AND 90 km; TENSILE STRENGTH ! SHALL COMPLY w/ FLORIDA BUILDING CODE SECTION 2411.3.3.4-Q
<br />(J) SITE SPECIIC PROJECTS SHALL K PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL Vi
<br />BOLTS TO BE AS7M A-307 GALVANIZED STEEL, OR AISI 304 SERIFS STAINLESS STEEL, WITK 36 k•i MINIMUM YIELD STRENGTH. BECOME THE ENGIEER OF RECORO (E.O.R.) FOR THE PROIEC'T AND WHO WILL BE RESPONSIBLE FOR THE PROPER - L �••'
<br />USE IT ID HIS ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER 70 THE P.E.D. ENGINEER, SHALL __ L-L_
<br />10. ANCHORS 70 WALL 5HV1 K AS FOLLOWS: SUBMIT TD THIS LINTER THE SITE SPECIFIC
<br />DRAWINGS FOR RENEW. a v7 O 4
<br />(A) TD _TAG POURrn COdREM, ( CQ Q
<br />EO - ----- FA. - u E_KK e) THIS TMHALL BEAR
<br />THE DATE AND ORIGINAL SEA AND SONATLRE OF THE PROFESSIONAL ENGINEER OF
<br />i. f� 1/4Y-20.3/4•S.S M.S. W/ (EO �.- I 6• 1 4• APCON ANCHORS AS MANUFACTURED BY I.T W. &11LDEX R/C M f'c.3192 P-•.iJ �
<br />M//T. �' - p- `. , `, ?/4Y-20x1/4'S.T. Y.S, w/ _ 1/4 10 7/6' CALK -IN ANCHORS. AS MANUFACTURED BY DEWAT INC.HNC! (MIN. rc-J000 -F••�
<br />�CplT' ' IIING M!T -✓ --- _ 14-10 PANEUATE FEMALE ID • PANELIMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 10 STORM PANEL MANUFACTURER'S IAKI 5H1AL K LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />- Q
<br />EO - I STORY
<br />I L .. 7 M313r WING NUT I - /
<br />:7/W/11 0 • �'i• 0•Jt II ?JaY . 3/32• WIG WASHER • 12 1/2 O.C. - ebASHEI K,aNO EO _ IONLpA10E YATM� CTON 1709.9"1 OF FLORNA BUIIDU/O CODE. O/FE LABEL Sw1L1 BE PULED FOR EVERY OPENING. > Ay_
<br />NUT
<br />WAGER (KIOND) :• ( ) ' /6r• . J/32' 1VSIG NUT 1 7 eY I (f'c-13S0 p.•.L,) COMPLY WITH SECTION t709.9.2 OF THE FLORIDA BUILDING CODE.
<br />1J _ 4 • RANCOR • s ac. _ - -1
<br />___-(374/A90ERm w/ BRO).C. Iff'I TAPCON O 6. O.C. I 1 Y YM. TIIIIFAOEO 7 MINIMUM T ANCHORS INTO POURED CONCRETE SMALL BE 1 AND 2 FOR PANELMAIE
<br />TST I. .�
<br />1 _ Ii. w/ STUD) PECTMllO1 AT IODWDM 2•4' WOOS PLATE L 2•.4' WOOD PLATE / 3/3y NNO MJf A1) EMBEDMENT OF TAPCON 3/4'
<br />. W�i L//22'' W" TMA6ADED1/2TIOI AT THREADED
<br />` OF MATE - REQUIRED MASHER O 6 ,/.• O.C. IEOUIRED -- WASHER • (BEYOND) FEMALE ID • ANEIMATE PLUS.
<br />1'. , •.... �: PCIETRAiWWI AT M,dWDM - - - , ►E/ETRA • •� "--"`J" ��
<br />OF PRATE OF PLATE ... •--� ,- I 114-f0 PANELMOF PINY /lt-,0 PNRLMI7E PLUS " I' I - A2) MINIMUM EMBEDMENT OF 1/4'0 X 7/8• CAK-IN ANCHORS SMALL BE IS 7/8' INTO CONCRETE. NO EYBEDMEM INiTI
<br />• - ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />PLAN -"...- 3'te1• W000 PLATE __ D MATE /as• WOOD 0�6 1/T 4EA W 1 7/� I•. • 6 1/4' 0.e. W 1 7%!'
<br />WFOUNO) REOIARED MM. THREADED TXN INTO /-20 SS SIDEWALK BOLTS USED SNIAL BE LONE. ENOUGN(SNWLD ANY i1NtSN MATERIAL EXIST? TO ENGAGE 3/4' HIM""ALTERNATIVEREG E 7Aw O ULAR PANEL ALTERNATIVE 78W AT MIOWIDTH OF PLATE AT M,OWOTH OF MATE INTO .
<br />SCALE a/B -,' O LIFE SAFETY PANEL - ERA T!(4
<br />ALTERNATIVE eAw AS) IN USE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR /•
<br />O REGULAR PANEL SCALE 3/8--1- WALL ALTERNATIVE
<br />NNLN WALL MOUNTING INSTALLATION FLOOR.
<br />ANCHORS AiAl K LONG END" TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL �:' LAG
<br />[iL ERNATIVE RAW �.4 yNN III AL�py��1A/� �pAy � AS LIENTRNED IN AI) AND IN
<br />SCALE 3/6 .-1 SCALE 3/B•-1' 11•'- d•LiO0C6AS,Fr9i�27• yT
<br />T11(/l O REGULAR PANEL w �FP P' ..... O LIFE SAFETY PANEL s No. 44167 z
<br />1 • ✓ (8) TO ExISTiHIC- c J2FTF a-� wu I -
<br />"� J/6'-'' y�P\ ��GEN':'➢ ' SOLE 3/6-1• FLORIDA BUILDING CODE N(h Velocity HLFFYIcane Zone *'• * * iIAMOA BUILDING CODE (High Velocity Hu can* tons
<br />1. INSTALLATIONS ARE ONLY VALID FOR WALDMGS WITH AS.D. DESIGN LOADS :• v FLORIDA BUILDING CODE N) h Wool Hu cons Zone �. - 1/4- I TAPCON ANCHORS AS N~ACTURED BY I.T.W. BLmDEK, INC.
<br />UP To M.S.+-7LD PSF AND 1MNECS LENGTH UP 10 6'_8•. i e m, ITEM, Me rP. l� _ 44167 - •2mo nlma •c' FP" - 1/4' e X 7/9' CALK -IN ANCHORS. AS MANUFACTURED BY OEWA.T INC. (rm.1500 p.•.I.) •2mo n1E0D. INC. ND. 4 * 20 GAOf GALVANIZED STEEL STORY PANEL ? NO 20 GAGE GALVANIZED STEEL STORY PANEL �•„ _ I %O1•.• F( 20 GAGE GALVANIZED STEEL STORM PANEL FP
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD VENDORS TO 0E SOUTHERN ^ _ � - _ �• N: I. WALLAMNS An ONLY VALID FOR BUILDINGS WITH ASD. DES" LOADS z ,k : * * t- j ! 4-10 PAIELMATE FEMALE ND AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION 101".: \�4L OAieAI p,
<br />PINE NO. 2. W/ SPECIFIC DENSITY O' SS OR EQUINE s* _g ...e--> p7ny2py UP 70 +SS.s, -n.D PSF AND PAIEis LENGTH LIP To e•-6•. _->_- a/�060 PRODUCTS (rm-2071 p...I.) �.-- A SP�
<br />6 PRODUCTS, LW. - -0. ATE(1 AL PROTECTION PRODUCTS, I.I.C.AL
<br />E a,< TL E C O INN:. °tQ N N cLDBAL PROTECTION PRODUCTS. U.C.
<br />•Q ST 1 L E C O L N c. GLOBAL PROTECTION 2. FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN -'% q FF I L� C O I NC"
<br />''. yp •. \V•• � MDD S.W 6, s1RtET PINE Nb. 2, w/ SPECIFIC DENSITY OF D.66 oa EOLIAL •. D' OR10'�" iTJ ••O L 61 AIQT (^ TWJ�IQIINO a AW y0w'['ti'SS71.
<br />Yµ = • ANY IM2� NL 3M 4 �A Fn'•.. • AN1 ,kN� F. Ja3H
<br />( 20-176 - FS ,.Snw
<br />�. ar •, r T4A wr 4Rms A N,r PND,C (•M)•eFT6N. PAe (•S•)OM-iA) 2D-17a a >L r m.... 4A1wRR A Ow PHItNl 20-176
<br />�4/ lr O s. W- r s..r+rWWW. n fN4a nnH[: a•lsr-T3.6. WW: (W6.76w-W»T fM•)M-TN6, m (fI•MM-SANE
<br />r•--, Url In-tAr a.: O,e A-ta, NN•r. Ar r . LWMIINO NN-
<br />rAr.. 4a ,ew•b OR,.NO b. hy/ S N • E ,Ire m-,rA , IrW m-,a PZ / 4 �R CA-OODATt•
<br />Orr# WWr O11IA,219 •°' MILTat A TINT A.' P.E - a fiQ1 FI 0 »
<br />SSi • •pig N.- IIeH INS-- /IIIII IHMNI . scw JbWA/uR/DNE wM113Ir'A I-00°°wrT i•. Pt •P ,* a WaT N a »
<br />///NHL IMN.'- PF. $AL/1MNnWE/DaE Wy7Ela t!• - SHUT N OF » N T _
<br />COMPONENTS FOR SERIES
<br />2000 & 1000 E-Z HANG
<br />(SCALE 1/2-1'
<br />STORM PANELS
<br />2.50 - --
<br />-----....
<br />- _ -- - --15 ,96- (TEAL WEIR) �- -- - _ --.. -. _
<br />- - -_ - �'
<br />_. 2.250'
<br />-
<br />2.991•-
<br />�•
<br />- - - -- - -- -- - - ..--t2.500- (OTECRVE WIDTH) -- - -- --`._ _
<br />-" -- -- ---'
<br />1 -- ---
<br />1
<br />r•-2.250---y 0
<br />I
<br />/,
<br />--1.350' ...-1.350--
<br />--1.3SO - �.\.500•
<br />r •i )
<br />-----�
<br />_ _ ; _
<br />.075' 2_500
<br />Tm
<br />.075-
<br />2.65r O.Ow MN. TICK
<br />GALVANIZED STEEL
<br />MDIYEDE---x' �
<br />EDG/
<br />3.500•
<br />115
<br />2.300-
<br />2.2N'i
<br />2 000 "2�o'i
<br />�
<br />TYP. AM A -SW
<br />BETAS.
<br />� � �
<br />EDGE alibi so YNwUw
<br />-
<br />--- ------ - --------------
<br />--
<br />4`D.-_2.470•-�4 R�•1fj.
<br />6.250 .._ ____.. _ _
<br />© STORM PANEL
<br />250
<br />---2.470' -
<br />Q
<br />REVERSED •h• TRACK
<br />O3 REVERSED MUM TRACK
<br />PANEL S END UP / •-
<br />W/ HEMMED EDGE. - T
<br />750" _ .
<br />i-'- . J
<br />r
<br />`DIN
<br />.125••
<br />h
<br />.L25-
<br />' """NEB. - • •
<br />1- T P
<br />?" 1,750'
<br />r
<br />ISOMETRIC VIEW DETAIL A
<br />2.o00•
<br />200D•
<br />ROUNDED CORNER O ENDS Of PANEL'S
<br />-..-- I
<br />125'.71.
<br />EDGE
<br />END UP W/ HEMMED GE
<br />J
<br />L.-2.000
<br />_J
<br />(TAP•)
<br />_ _ -._ S' Max--__
<br />4O •
<br />OS
<br />© 2"x!S-(YOXj ALUM- ANGLE
<br />1 1 4 YAOE
<br />125'
<br />6061-T6 Hum. ALLOY
<br />750 055' (Trot
<br />N
<br />�iGEMSF l'�
<br />t-
<br />N0.44167
<br />FLORIDA
<br />WILDING CODE (High Velocity Hurricane Zane
<br />f
<br />ATE OF - f�
<br />esma 7101[m ec.
<br />20 GAGE GALVANIZED STEEL STORM PANEL 1�'er:
<br />O7
<br />3"W(Max.) ALUM. ANGLE O STOP BAR
<br />, GRID-`
<br />' SS/ ALAI _/
<br />Y••4l
<br />IL E C O INe
<br />GLOBAL PROTECTION PRODUCTS. LLC. W/»/2m0
<br />11' LONG
<br />6063-T5 Aum. ALLOY
<br />�
<br />IIIIIINNI .T/.T,RA
<br />/
<br />•
<br />t on
<br />.::. aq . a. , OAR -on
<br />OAVTC n SU". �-176
<br />w,axo fRe4)ee•-tw. rAn (te4iwR-W7aT
<br />ab.Wr RN NsrN.
<br />PL ffN./=erli•R/aATE
<br />fM-OOOt7t9
<br />C.-ow"
<br />wK1F11 A TINT Jr., PL
<br />1
<br />t,N . •r S.
<br />3'/24 a (SEE NONE 2 9DOA)
<br />t • 24 4. 24 4 •/ o• w/o o. ® ($a NOTE 2 INEL0w) 2'/24 1' 24 4
<br />9x3 / / 3• Mr. / .: T; a cm NOTE STEW)
<br />0 TACK FOR GOILTETIE AMLYDI6: sm
<br />• 3' sulmLla aM 9HRT 25: FOIL WOOD 3CIIEW 3•-. ,• Mln. IXNAHETE ANCHORS �
<br />rM. Sm 6EcmKs DM SHEET Is Mr (SEE SCHEDULE ON MAIM 25 1• Mn.
<br />A 2
<br />" S. d)
<br />vz• '"-' -- "( ,n•-•- END Klp
<br />VY
<br />1_T
<br />:
<br />MN 1 Ml 11 Irl _{
<br />INTERIOR PNOW �(Rn 7m PAIN (INI[R A PAN4) 11-T-T-T--I- T1 60 X 7' -r-. - rr"Yrr* r � ��r-T - _. -_ IM 60 X 1'
<br />SEE NOTE L 3. 4 NEWS I I I T I I I �fwD PNEL) TEND PANEL) iNFEPMOt- PANEL) (NFET>K7IlR PAIL) - (M�EItlOTR i AIIEI) .. - ( rAnLU I
<br />BELOW
<br />I I I SEE MGTE; i 4 EMIR SEE 1 L I4 iOFIaW I t o � t• j t• t� I I 2
<br />I�
<br />-_
<br />-
<br />aaTm PNETs M-T I I I I J 4� P /4 us w/
<br />ms
<br />I• I4j 32 /4'T«GM'r 1�L
<br />1 II • If I J i-
<br />1 L_ L+ t I i l _l t L 1 11 X L.
<br />N X t
<br />If•
<br />•
<br />• PAMEAN7E (typ)
<br />L3. • SEE ROTE . KEDW ...' , • • • .BEE WHINE sF ..
<br />(AL
<br />i we.. lcr49UF 0 MEET CoMON2ANCHORS, SIX3% FOR SOGG SCKw`.NLD ,• AT BE OR Tmn,n'- AT E7 �M7EP LOCATION
<br />AKELS)
<br />RIC SET.'ION6 ON SHE[t m T Pis
<br />,r ` (,�
<br />7F1011
<br />,ER NaIE 3 OR W/ ON w/a�.O . �T PAN(L O To BE NSTNIID AT EACH M
<br />9kWi ALWAYwSS L[ 1
<br />oPEMNc AWL ALMn K PROVIDED w// REM HANDLE 10 FACK12A1E NSTA/IATN)�
<br />REAR NANDIL ro FACKRAE
<br />rNSTAtLAT10M 1. TO K INSTALIFD FROM
<br />L SYSTEM X nrtErGFD To K INSGiLEO FROM
<br />E-Z HANG STORM SYSTEM INSIDE or "E
<br />- O� �
<br />Raw or snkcrlaL
<br />I 3/3r . I-
<br />W.. GAP -, /.• Atr. au , 4• M.- OAP
<br />/ 1/4• r- GM
<br />- --- -.�,I
<br />•-
<br />t - ©w/ L •/o ©• © 1
<br />TBRMIE UI•d1ON
<br />SECTION A -A SECTION B-B A tNO FAIELS)
<br />7F/WE 3/7Y - i' NQ� ow" vw - 1'
<br />(1), DEFINITION OF SEWS MOO: E - Z HANG STORM PANEL SYSIEM CONSISTING OF PANEL +
<br />BOILS_: TRACKS AT TOP • PA4E1MATE PLUS OR 15• LONG
<br />(1). DETWrIDN OF SONS 200D. E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + AT BOTTOM W/ PANELWTES.
<br />C-L TRACKS 70P • BOTTOM. (2), END PAWLS SHALL ALWAYS K CONECTED TO EO$jING SRL Rutl.L BY MUNS OF
<br />(2). f.(10 PANELS SN41 ALWAYS K CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR PANEUMIES OR, 6 USED I %Y W/ IS• LONG 'Q-M) TpACI( AT BOTTOM. ENb PANELS
<br />(6� SNN-L K PROVIDED AT TOP OF SM14 PANELS. AWL K CONNECTED TO W/ //4•e-2DAS/4 S W/ 7/lEIx3//32'
<br />CORM NUT OR 1//4'•-20.3 Min. YBSCREW NT7 TAPPED 2 (ixCEPT AS
<br />(3). M END PANELS ARE CONNECTED TO BOTTOAf TRACK. CONMECTON SHALL CONSIST OF DESCPoKD ON NOTE (J) ELOW).
<br />1/4'P-20M3/4' M.S. W 7 6'h3/32' WING NUi OR 1/4••x3/4• Mln- TrNAI85CREw ©
<br />INTO TAPPED BOiTGM LOCATION QF FASTENERS MAY BE AT EITHER OF TWO (3)" FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LONG F AT
<br />BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK x STOP BAR
<br />EXTERIOR FLAT FLANGES OF END PANELTT� ,
<br />MOM BE PRONGED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK ILA, A STOP BM (4). FOR WALLATI04S WH04 END PANELS AND SOME INTERIOR PM93 S ARE DIRECTLY
<br />Is ONLY USED AT TOP AT LEAST two PANELS SHALL K CONNECTED ro BOTTOM TRACK MOUNTED TO EXISTING SOUL WALL MEANS OF PANEUAIES, ONE INTERIOR PANEL
<br />USING SPECS INDICATEDON MOTE (3) ABOVE N SUCH CASE. CONNECTION OF PANELS
<br />MAY K USED JOINTLY YI/ TRACK AZT ATTACTSNG BOTTOM TRACK To WALL
<br />10 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION, W/ TWO PANELMATES FOLLOWING SHOWN ON ELEVATION AND W//
<br />(5). SEE SECTION 1'. 3• • 4- ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, 4x/,. EDGE DISTANCE. FOR THIS CASE• INTERIOR PAIR USED Y V/ {/yam ODES
<br />N,H11NNIMNV NOT NEED TO K CONNECTED TD (T2M)E BY ANY MEANS. TRACK 2 SHWL BE GKTALLED
<br />'TO
<br />VEOVETHAR A�R ADJACENTLEFT aL RICHE SIDE OF PANEL) HAVE
<br />1Y•' �(� A: �4jLy OVERLAPSBY
<br />�`p\'j.••" ' • ✓'SDI,
<br />'•:'�
<br />t=ylL; • ,)GENS FLORIDA BUILDING CODE h Velocity H,mtcane Zone
<br />. No. 4 167 - o7m• n1mo. •x. 20 CAGE GALVANIZED STEEL STORM PANEL FA-
<br />_ * : DAWN SY+
<br />GLOBAL PROTECT PRODUCTS, LLC. »/2NG
<br />'Qs STAR OF �¢.�e� W/
<br />I�Illc.
<br />S
<br />r'' f P-• '1f'f01+_� lem ILA. 6, SINE
<br />^y�iP '•. LQ 0 : \ / • AMY 0.VAL r. 33314
<br />2M,r. t r >A vhrL •.e• n rrr $.w: (ie+�►-7IM6, AR; (p4Jlly-SfiT 20-176
<br />'AiAFSs� V NA-- GAIN m-.•W . : a" r,_w,
<br />ON l
<br />/`/AN/IINNIII
<br />TA-0OOq,• AN. rWrA* I [MINING -
<br />INHALE L tF•W/MSMnTMREAMT[ w1L1U A lllllT J..T '.E w-eV ME/ T1 Or »
<br />INSTALLATION R�TAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
<br />NaMO[R
<br />' c.•L
<br />mm Naas �11
<br />,' _ _
<br />Sx _ Moos
<br />Q bfI s 4 O-4 bel aH \ 4 oNA aMs IN'bAam
<br />.:\
<br />Trn
<br />,2• we
<br />}}
<br />) KrDID Q fi � � [A M� M FU rnMMR � 1 �' \•aFLfD maan� 5( �r� � J
<br />..
<br />a (:' uiIIR °rbiaR:i 9 $ LF , .•Y-bil/.• i I~"t.o w d ` KLa ®,koP'�,i
<br />_. _ _. ...
<br />�-T-
<br />- --
<br />, Haw R►) I
<br />5 i tS¢ IInAI •
<br />i
<br />1Oe i � - - - -- - 1 �•
<br />1 I�Er1a••
<br />1 IS 1 i M.MFw/Ansaw
<br />i
<br />R
<br />I I I I try I I
<br />1 I a 1 I .Ti I I 1 I j Z
<br />1 TN s,elr ; •y-2A3/•' 1 tM:. I T- I R I SEE 9II,mAE 1 r` w `• FOR N6n. L yg4SEE $CHWULE
<br />�! I-I'OR w. 9[►MatOx 1
<br />1®�� 1 � `4HI�r� �1 ' � 1 � �• DI � tDR°Ni•I,ww� » i ��� . � S I ro arise i � /
<br />LxAY slaw I i ok,WA I To aNa.
<br />�■d
<br />3 dL ' r
<br />-,... / � I 1 �� a ,.,/,. ; w' r 42•.rr...1 I l �a 1 C
<br />1
<br />1 I
<br />COIOIPE p-
<br />SO�InSW �R
<br />ANL•Im j' r- ---1-- 1 - W/ar `' I 3 c-
<br />,. n L I /,
<br />'
<br />a*I/r Ms, %Is�.: ''; 1 PNI®�---E..--•;..-:.o-. •�1 �n w .o $UEK w� t/TT•.T/.u•
<br />( -•/ N/e7.3nr •PM 2avr •mMlm -I r ra,.- .o rn a
<br />DarLwn[ DEr6.1.itl1/DI/.i
<br />Nxv(-�2Wr oD m ( _ A[0uw0 !pR 1 �OR9� mr.IMTE Naas / � /••r-OE/� 1i�(@
<br />.n/R`•YYL'
<br />Sea
<br />Her , Not.)
<br />MA
<br />a bQT al At
<br />i*I Ran a)Y ( RSOWLIAt•a•--'
<br />! / ((( �D.
<br />WALL AND DIRECT MOUNTING INST- a OWE 7n n
<br />WALL INST_
<br />-i ENO
<br />-- O � QR TO CEILING MOUNTING INST. BUILD -OUT MO N N - INc*
<br />SCALE 3/e-1• - SECTION 3' ACTION 4
<br />8 mum-L SCALE 3/8.1• SULE 3/6.1-
<br />S 1O V Q y�1O, '`,K
<br />4 E r FIND . 4 a m 1d�NSE!! A
<br />a.
<br />(j�E�1MAL� ,ao�'O L 1boO°�
<br />EARS
<br />_ �1GENs
<br />N
<br />N0. 4416T i
<br />L_.1-- -- Rtll1T FLORIDA BUILDING CODE (High VelocityHurricane ZoneO �eW1�•IWOV1 NIIwAM
<br />E�"uA7°"•gO STATE OFF, i Now, n1mo. 20. 20 GAGE GALVANIZED STEEL STORM PA14ELn,:
<br />z 9'•.
<br />uL - moL De,AIKE < Q.
<br />SCALL 1UTAIL VIEW GLOBAL PROTECTION PRODUCTS, I.I.C. mnv2m.
<br />I O ANC
<br />T 1 y6D aw. S, snw
<br />MAL Per. amo ,mLi.�,TTN •n on,w Plat (•••)LW TIa rAx oAHN[®-6»T 20-176
<br />cw-aomF,e N..� r r..r r aRPrO A,:
<br />PE. L,l/aOMiIME/awE SALiq A lWill A.. PE aM N-w _
<br />SHUT NM»
<br />V J
<br />}^^
<br />\,,
<br />W
<br />_(
<br />U)
<br />ICU
<br />U)
<br />CL
<br />CL
<br />CIO
<br />O
<br />ii
<br />W
<br />LU
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH 1.2.
<br />
|