|
JAL
<br />3' MAX
<br />I• MIN.
<br />D.M.or;4 .l - y -
<br />O 1 O O O 1 O O O
<br />._,_______7'___ _ -- 1 - i i 1 i ---- -
<br />I, I i I
<br />ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 & I0) -
<br />1+3A/17. AA/17, Will. 36/17. 49/f7. 30p& 3' MAX
<br />6AW/19, 7Aw/14 & YW/20 1+MW/l4. 7114/19 a OW/20 I' MN.
<br />(D oP`LA) O
<br />9oRN wort
<br />n
<br />Pa•4L
<br />SWIM MM
<br />1 `'DR® I
<br />1 --WEPUu,
<br />LSE We'•Y'Yt'lRl
<br />I _. _I
<br />•'
<br />-L
<br />A
<br />- -- -
<br />_. _
<br />••w]b,I Ss Y.S '•
<br />.. L
<br />A MAX.
<br />PANEL
<br />I'
<br />„
<br />-'� ' mn w/T/W'.. ]/u' - 0"
<br />HAr WASHER.
<br />.. - .. _
<br />" LENGTH
<br />(SEE SCHEDULE)
<br />OVIA
<br />ATIMAP
<br />6
<br />'
<br />I O.I ` -0-�
<br />1t
<br />.. I
<br />j.-. ---------
<br />.. 1w,
<br />•1)->; Ai.S_{lp-
<br />SIFE•Y
<br />'-'--.._
<br />. .......1-LArAL1R
<br />_
<br />/�PAIRLVIAe15 {RJ ID.M.-@-,f#
<br />---
<br />- - - --
<br />--1 I I
<br />J. IAn%
<br />-;r- PIr IU R ,EFT f RO. IWQ ��_-
<br />3A/17,'I'- eNtA ryY�3H�p !B/,7, a8/17, Y/la•
<br />EMRM[� z/,
<br />3• ,.
<br />I• MN
<br />MW/,9. 7AW/14 a aAW/20 i4, 7Bw/14 a wwI
<br />I' MIN
<br />_
<br />ANCHORS (SEE SECTIONS ON SHEETS 17. Ill. 19 a 20)
<br />-
<br />OPTION
<br />12 FOR LIFE SAFETY STORM PANEL:J; ELEVATION
<br />SCALE 3/)6--,•
<br />I/r!- -
<br />- !T OR@
<br />16A'
<br />(IRA DRAIN WOE N
<br />i,T-I dl�
<br />-1 'm
<br />^,
<br />L
<br />/'-
<br />..._.
<br />. ._�.w.-\____,/�L7t
<br />\
<br />� 'V - .--.
<br />SECTION A -A
<br />SCALE 3/16'-r'
<br />tl 1 i r i i,- - ►1
<br />BAN. B\B ► IL ► a B
<br />MAXIMUM A.S.D. EE Mc. . PANEL LENGTH
<br />MINIMUM SEPARATION
<br />� PJWEi-
<br />DESIGN PRESSURE I L (ft.)
<br />I TO GLASS
<br />I CONDITICN
<br />RATING (p s Q I (SEE SECTIONS)
<br />I
<br />N55.0, -72.0 i 8•-8•
<br />2 3/4"
<br />1 UNBOLTED
<br />FLORIDA BUILDING CODE
<br />INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1:4• TAPCON ANCHORS Ali TAPCON ANCHORS I,- TAPCON ANCHORS I. -a' TAPCON ANCHORS
<br />O 9' O.C. O 9' O.c, I, 9, cc a 9' 0 C
<br />POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE
<br />OR CONCRETE OR CONCRETE OR CONCRETE OR RED CON
<br />&INCH REQUIRED {__ BLOCK REWIREDE. ' BLOCK REWIRED ' BLOCK REQURED 1 _
<br />-I N --- I - MyK. Max._
<br />FD• I ' E.D. E0.1 I CD• i I
<br />I
<br />CONI. I WAIT I /C�O,NT 1 Co T
<br />,'-41 w - .r j', - r„ IEaNe,Igam �_ (T a j rr. w- . y. _ I n'� TO _o
<br />art• ,N F t i - 1R - WIm IF) J � o I Pia* ,
<br />G ASSNO� 11 aVsi�9 I EXISRrg�j , 1 wsrlNc,j 4x
<br />_ I dA i9 5 I E[E ja , ' #a
<br />f .1 t
<br />�- 6 ,L/r M 6' 3 VL(
<br />"N 1�/Ty:2••>a,• - r' I S! I/•ti--I•SS' �,
<br />1 I • rf - R j I I : zJ )" 7�-4R � ,
<br />' - I _- I I C
<br />I i
<br />I
<br />II ` I
<br />' I I %�'LHT j I M !
<br />1 I E + '{ I V
<br />1 L " 1 I- i`7..
<br />E0e -� ECr I ( t 4
<br />E0.• � ED• _ I
<br />E-- r 1 �-C:: � J L -J I
<br />1 I ' E_� E .
<br />- 1/2' I/4. 32/0. /a•S.S. U.S W/ -A'- I/is-20.3/a•S,S.r M.S W/
<br />N 7/E'.K7/17' WING NUT WASHER I 7/e'IK3/71' WING NIFf WASHER
<br />O 12 1/2. O.0 (BEYOND)
<br />. WASH 72' WINO .0 d�j` .__ JAY , 3/32' WING
<br />, WASHER O 12 1/1' O.G - \. AUi WASHER (BEYOND)
<br />1 4 TAPCON ANCHORS ij: TAPCON 6 - TMCON ANCHORS 6 4' ;/2.TAKONa ANCHORS O 4 1/r c c.-�/CHORS
<br />( a 1/2' O.0 ( A IERE W 0 4 1/2' OC
<br />(STAGGERED W/ STUD) (STAGGERED W/ STUD)
<br />POURED CONCRETE 'DUPED CONCRETE FOR CONCRETE a11URED CONCRETE
<br />OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK
<br />RECOPIED REQUIREDREOURm REQURED
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION W E 1 MOUNTING INSTALLATION
<br />ATION
<br />SFeCT16N 3A SECTION 38 SECTION ALA SECTKSN ALB
<br />4 REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O L111 SAFETY PANEL
<br />SCALE 3/8--+- SCALE 3/8'-I- SCALE 3/8•.1' SCALE 3/8'-I'
<br />I/e.
<br />SE[ SHEET IW III 70 FOR ,ANCHORS TYPE f
<br />ANCHOR T1![
<br />--
<br />SPACED FOR NSTNUTAWN3 AID ro6D
<br />-'I
<br />J
<br />UAM UM ARONOR FPAC." AND MINIMUM
<br />gN _..n •.-.; IN.)
<br />3
<br />EDGE DISTANCE ARE 90CAIED LXN Tr6
<br />SCHEDULE FOR ED LF56 THAN INDCATED ON
<br />Ne N.- I `LlI.AM err (IN)
<br />3..
<br />SCHEDULE REDUCE .0400 SWING BY
<br />MULTIPLYING SPACING SHOWN ON SCREDUtE
<br />ACPA ILIA OK ammo
<br />RICNII
<br />BY THE FOLLOWING FACTORS FOR THIS
<br />OP06LTON to K POSSOX, REDUCED
<br />, ,n'
<br />SPACINC O6WNED USING FACTOR SHALL NOT
<br />K LESS THAN MINIMUM SPACING NDIGTED
<br />-_ f ,!T
<br />-
<br />_.
<br />FOR EACH ANCHOR TYPE ON THIS SCRCDUU
<br />r
<br />I.
<br />s In
<br />\\ � � GENS
<br />.a �. • J E
<br />:. No. 416
<br />CODE
<br />PTI
<br />VIC TAPCON ANCHORS
<br />1;4' TAPCON ANCHORS
<br />a If, CA:
<br />a4'O.0
<br />POURED CONCRETE
<br />DR CONCRETE &.DCX
<br />POURED CONCRETE
<br />W CONCRETE BLOCK
<br />REQUIRED
<br />{_
<br />AEOURED ! T
<br />' 1/4•
<br />I
<br />, ,/i
<br />Mpr
<br />Ayr,
<br />E.0«
<br />t
<br />CO•
<br />F
<br />'AN,
<br />I�`
<br />I
<br />I
<br />cow
<br />I ,N W,NI HP,
<br />TI
<br />: ..I¢ w
<br />1
<br />3 )
<br />I . -No
<br />,--P
<br />i
<br />a
<br />-
<br />I «m ,
<br />E%ISDE}C-I
<br />EOS, %_;
<br />1
<br />GLASS 1
<br />I
<br />I!
<br />G'✓SS
<br />I
<br />I
<br />I l
<br />!1
<br />I I�•
<br />II
<br />I
<br />-6
<br />I
<br />I
<br />•. PT 7/Lrss
<br />r �
<br />rK NR • I�
<br />i� I
<br />,..'
<br />I
<br />Mvnir
<br />7
<br />I
<br />J,
<br />t f14-to A P-E_WTE PLUS W/
<br />7/e'.. 17' WING NUT WASHER
<br />O 6 t/i7/OC
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUNTING INSTALLATION
<br />SECTION 5A
<br />O REGULAR PANEL
<br />SCALE 3/6'-i'
<br />/•.
<br />-1.
<br />SE! le III 20 FOR ANCHORS TYPE •
<br />NOD"it}C
<br />TA.ON
<br />�"•..
<br />SFMC44 .NG FOR INSTALLATIONS INTO WOOD
<br />'FRAME MIN ANURK v.alR (i,,)
<br />J
<br />J
<br />BUILDING
<br />MINIMUM ANCHOR SPKEOS AID MIrIwUY
<br />(1)" DISTANCE ARE POCA1L0 ON THIS
<br />)
<br />J
<br />•LIr.__ 'calle.W 0L)
<br />1AICATED DICATED ON
<br />sc EDE FOR ED. Las THUIND
<br />RAF - :&;-- Ar ON)
<br />- - -,-- -
<br />- 3 In .
<br />SOEO6E Rto= ANCHOR SPICING 9Y
<br />NLhIWLRNG SPACING SHOWN ON SCHEDULE
<br />AOR9l 8A Osz 1`i9EErj
<br />IIIII"
<br />Br THE FOLLOWING FACTORS, FOR THIS
<br />OPOMTON TO 9E POSSELE REDUCED
<br />` '/2-
<br />,s _
<br />W%CelO OrAI ED USING FACTOR SHIN HOT
<br />I ,/r
<br />- -
<br />9E LESS THOU MWAW SPKI16 INDICATED
<br />I W 1.,1
<br />FOR EACH NICHDR TYPE ON THIS SCHEDULE
<br />_ 1'
<br />- -
<br />fi 5'
<br />q ..µUNATE PLUS W/
<br />7/p'/ . 3/32' WING NUT wAsWR
<br />(BEYOND)
<br />POURED CONCEIVE
<br />OR CONCRETE BLACK
<br />REQUIRED
<br />WALL MOUNTING INSTALLATION
<br />SECTION SB
<br />O LIFE SAFETY PANEL
<br />SCALE 3/8--1-
<br />Hurricane
<br />-I--0
<br />N
<br />N
<br />c-
<br />to
<br />N
<br />_
<br />CIS
<br />0
<br />U
<br />_0
<br />(1)Q
<br />Q
<br />0
<br />O
<br />c
<br />.&
<br />co
<br />U��
<br />-0
<br />6--
<br />a-
<br />�
<br />&�F
<br />W
<br />J
<br />-0
<br />C`-
<br />O
<br />VJ
<br />O
<br />0
<br />O
<br />O
<br />^^,,
<br />W
<br />0
<br />CU
<br />L_
<br />O^\
<br />.�
<br />(n
<br />L
<br />W
<br />O
<br />L_
<br />Y1
<br />t
<br />-ice
<br />. -
<br />rCU
<br />V I
<br />�
<br />0!
<br />a
<br />z
<br />z
<br />w
<br />J
<br />1111111111111111111
<br />INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM AL t90TES VAM IF-7 HANG STORM PA40 SMCTrM
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES
<br />_ - _ _ 1 E-Z NAND STORY PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RE D) HAS B.rEti VERIFIED FOR CCMPUANCE IN B I { MINIMUM EMBEDMENT (7F IAPCON ANCHORS AND PANELiMTE FEMALE ID 6 PANEIYATE PLUS INTO CONCRETE
<br />- ' ACCORDANCE WITH THE 2020 (7lh EDITION) Or THE FLORIDA BUILDING CODE BLOCK SHALL BE I 1/4- "
<br />-� -- I._ I( t._. . I. i . (,. - �- ---y _ -�_-I DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED COOL. B.2) MINIMUM EMBEDMENT OF 1/4.6 % 7/8- CNII-N ANCHORS SHALL BE IS 7/B' INTO CONCRETE �V
<br />- )'� -; - -_-_� _- I FOR A WIND SPEED AS REOVNEED BY THE JURISDICTION WHERE THESE SHUTTERS WILL Bf INSA;LED AND NO EMBEDMENT INTO Mn FRESH MATERIAL SHALL BE PERMITTED
<br />F____ I -- I' 1.1:' HEROINE w0o0 HEADER WOOD HEAD[R {
<br />q WOW HEADER _ FOR A DIRECTIONALITY FACTOR Kd-O.B5 USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIVOM (A S.D.) 1 C"
<br />REWIRED '....PINE I REWITED I." REQUIRED ( ' I DESIGN P ESSLRE PATHOS INDICATED ON 5 E7:T5 25 ! 26 /+ 9-20 55 SIDEWALK BOLTS USED SNNl 8E LONG ENCl70N(SHOULD ANY nN151+ MAt£RuTt EXIST) 10 \•�
<br />i l I ( J(i -� 1/4-0 TAPCON O 6. CC i---` 1-'- _ V4,'1 TAPCON O 6' O.C. ENGAGE 3/4' INTO ANCHORS
<br />r"--'T-'-}^' _ 1/ie TAPCON O 8' OC I/aY tAPCd1 O e' O.C. r T-�,. - 1/i1 TAPCON O 6' CC "-'-T I/4-0 TAPCON O 6- D.C. I W/I 1/2' MA. THREADED j -W/1 I/2' MIN. THREADED IN ORDER OO VERITY THE ABOVE CONDITIONAL ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 �'"*
<br />F//1 I/2- MN, TNRfADEO % I '. - IT)J1 1/I' MIN. NRFlDFD 3 "' ((( W/1 I/2• MN TNRF.,OCO ,'( W/1 1Jr YR THREADED I PENETRATION AT WOOD II PENETRATION AT WOOD SHALL BE FIRST REDUCED TO AS. D. DESIGN WNO LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER 70 8.3) N GCSE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FWNC ON THE EXISTING WALL,
<br />HEADER ,� I Pf TON AT w000 i I I PEA TQN AT wDOc 1 ! HEADER 1qN AT LOCO I {' - I I I I MADER TD COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 O 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PANELS. AWHORACE Z m
<br />1 pfHEtRAT,ON A LOCO `+ _ ( I HEAOEa S/ALL 8F AS MFM10NEb N B.1) µ0 N B.Ij. '
<br />i' / 1 i ,' ...... IN ORDER TO VERRY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 131E INCREASE p O
<br />I f 1 I i _ ' 'I 4 - Raul' _j,"'
<br />T' - 1/2' N ALLOWABLE STRESS FOR WIND LOADS WAS
<br />�/2' 1 �Lw."'w ,/2' 1/2- I I '/i I , 1/4- D(,� USED IN FNEOR AIHALYS,$ FASTENFRS SPACING TO W000 WL BEEN ;4
<br />, ,/•' { 11/•' I . 1/•' ( I I/4 Mo,.i I Mo,DETERMINED IN ACCORDANCE WITH NO I 2015 (C) ANGHONS SHALL BE INSTALLED FOLLOWING ALL OF HALE RECOMMENDATIONS AND SPECTFIGTKNS O TALC ANCHOR-S Ca. Ci Me. 7 I Mo,. i i 1 Me. i •1 N Me, - I 2' _ I 2- . MANUFACTURER 67 O. M
<br />i I 2' -- ' ) ?" , 2' j 7' I WOOD HEADER , - . III_ WOOD INEAOER ) _ _ MVI STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF C N N
<br />! _ _ REOURFO RCE%NREO 1' l; y11µ1 BE THE RESPON518RITY OF THE CONTRACTOR TO VERIFY THE SWNDNFS OF ?NE STRUCTURE WHERE SNLJ�ER
<br />1 Min u i w" i ; I j M'" j - I I THE ABOVE MENTIONED CODE A$ PER FENESTRATION TESTING LABORAiORr, INC REPORT / 2032, AS PROTOCOLS TAS-20i, .0 Q
<br />L
<br />_ . % I ( �.-__t__J U {--. .-i _ '- _- _r DINT i- TAS-202 AND TA5-2tl3- IS TO BE REACHING 70 INSURE PROPER ANCHORAGE THIS SHOT -Eli SHALL ONLY 8E REACHED TO CONCRETE. BI Ofx •"; =
<br />T _ , A COAT -.� • C I , : COAT �(. ON• ' __ I ' - NT OR WOOD FRAME BUILDINGS. N
<br />1 - _. _ i --- 1 i _ 11 _ _ 7. TNT$ SYSTEM HAS BEEN DESIGNED t0 8E INSTALLED ON THE DUfSOf aF THE OPENING A„^CESS)NG 'HE OPENING FROM THE cc
<br />I� �. )� 1 ,1 �` 1 ' - - 'NSIO W/0 TALC USE OF A IADOER OR Urt THIS APPLIEAIION 15 VAL10 WHEN INSTALLATION IS INTENDED TO RC PERFORMED I •SF7 N
<br />1 / (_I ) , I (I� H I. THE IhST O SEAL/(iLL'IK Kl SHARER COMPONENT EDGES WHICH REMAIN IN CUNTNUDl1S O _
<br />CONTACT WITH THE BUILD,NG ICI PREVENT WIND/RAIN INTRUSION CAIRN AND SEAL SHUTTER TRACKS AL: AROUND ruLL IN
<br />1 I w SEPA.AT 1 W. 3[PAMnDII / / 1 UH, suNioIIDN . �' FROM THE 'ASIDE Qr STRUCTURE. ALI.ATION CONTRACT Q m S:
<br />"x ,IN0 _' I fX6TR.G i LENGTH. y
<br />l' Mm. CLASS +- ( I l - 1• NP.. 6V55 lm ,dfa1,J ,U � J. SENIES 1000 INSTALLATION IS A➢PUL:ABLE TC SINGLE AND DOUBLE HUNG STYLE WINDOWS WHrN INSTALATION 'S REQUIRED I., lL d C,.
<br />PANE: LENCTN oN - Is) I PAHEL LENGTH ON SHvrT HD i (i LSE£ Sd,EOLAE I PERFORMED FROM THE INSIDE OF SrRUC7iJRE 13 STORM PANEL INSTAWITION SHALL COMPLY WITH SPECS NDCATED IN THIS ORAW'INC rLUS ANY BUILDING AND ZOwNG ;_ L C-
<br />(SEC NOTI: I BELOW, 1' Me. •1' M. EXISIN4 DN SHQT q d ✓
<br />.Ir• , 011 I PANEL LENGTI, - S[P/AAnOA (SCE No
<br />I IiF1Dw) .µEt LENGTH I IA,. ,EPARATCN _ CLASS d. $Egl[5 2000 NSIMLAIgN 1$ gPPL.IC,IBLF 10 SINGLE AND DOUBLE HUNG MIDI I,OHIZONIA S:'C1EN5 WW WHEN REGULATIONS PROVIDED [EI' THE J'JRI$(71C710N WHERE PERMIT IS APPLIED TO. ' �- fi
<br />EXIS
<br />TING ' ... STYLE DI)W5 E
<br />GLASS
<br />NO I BELOW) 'L- YIN _ ..• 5[F TF BEL 1• t •V w _ SEE NO c BEI O 10 G. 55
<br />INSTALLATION r5 REWIRCD TO PERFORMED FROM HALE INSIDE OF STRUCTURE ,4 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG S10RM PANEL SYSTEM+ IS W17LNT PEiMq. =
<br />iy R/37 ID dMS ( ) i PANEL LCNCTN _ ` PANEL LEACH
<br />°�(RZ SDNm{ILf 1-'-(SEE $CNEOL'lF 11.
<br />GLASS (OP aL 1/•. 20.' I _ -• € GLASS ,NI veET le) 1 I/4'.-7(MI' I EXISTING I ON aer Iq I (SEE NOTE 1 BELOW) 1/i.-20.1- 7 _ 1 (SEE NOTE I BELOW) �_ 3
<br />Ss M.5 W/ i I IS MS W/ i. CLASS" I 55 M.S. wJ I - J 5. ALL ALUMINUM D(TRU40NS TO BE 6083-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION DOCUMENT (PED.) PREPARED BY THIS ENGINEER IS GENERIC ANO DOES NOT PROVIDE I.,, t,
<br />' )JAY . 3/32' _, : 7/8. a 3/32' r -1 ', I I 1 7/8'1 , 3/32' { INFORMATION FOR A SITE SPECIFIC PROJCCT; I.e WHERE TALE SITE CONDITIONS DEVIATE FROM THE PE-0 C-:
<br />wR4 NVi iii j 6- WING Nl1I 6 I ' ,�G NUT 6. ALL ALUMINUM SHEET METAL USED AT CLOSUIVES SHALL HAVE 3105-NI4 ALLOY = �.
<br />i _ _ 4 1Ill _ I 6' (5) CONTRACTOR -0 BE RESPONSIBLE FOR THE SULECMN. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF � 6
<br />i 1 1 1 7 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUNJTY STEEL. ASfM A-653 GRADE 50 M.n , I VANIZED STEEL NT5 PROWCT BASED ON TADS P E 0 PROV Dm NE/SNE OOfS NOT DEVAiC FROM THIN COND TONS OlN E0 ON j
<br />: /a'. 1APCON • , I I _ DESIGNATION W/Fy- 58.5 K6i (AFTER ROLL.ED). THIS DOCUMENT CONSTRUCTION SAFM AT Slit 15 THE CONTRACTOR'S RESPONS,81UTY. -
<br />[T 6' 0; W/T 1/r i
<br />1 I I B ALL SCREWS TO RE STAINLESS -STEEL 304 OR 316 AIS'
<br />I PEREIRALT t I SERIES OR CORROSTDN RESISTANT COATED r_ARMN STEEL AS PER DIN (_) TALI$ PRODUCT EVALUATON DOCUMENT MALL BE CONSIDERED INVALID IF MOOFIFI) `'., y
<br />I MIDWYDT, OF PLATE, I j - ' 50018 W/ 50 KA YIELD STRENGTH AND 90 n, TENSILE STR£NGTN & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241,-3.3.4 (_I
<br />j : _ �',. I (d) SITE SPECIFIC PROJECTS SHALL Of PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ,-
<br />'7 _ 5. BOLTS TO BE ASTM A-307 GALVAw7E0 STEEL, OR AISI 304 SERIES STAINLESS STEEL. W-H T ENGINEER Of RECORD EO.R,) OR THE PRODCT ARD WHO WILL BE RESPONSIBLE OR THE (�-
<br />N 6' l,�g,T (.. 1) },y1 (�}' 6• r _6 kf• MINIMUM YIF]_p STRk NGTN COPE ( F F f PROPER
<br />iri I- i 1 I I- i 1! i USE OF THC PEC. ENGINEER OF RECORD ACTING AS A DELEW7ED ENGINEER TO THE P E D ENGINEER. SNNL
<br />f
<br />(n�'I1 j ,MI i I ANCHORS TO WALL SHALL BE A$ FOLLOFS. $lNiuT TO THIS LAMER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />co I I .J' EI0 ) I.1' �J' i T '__ I I 1 0 (A) 'O_LKrTM_POVBEG._"1NY 4ETE
<br />F -' - (yJ THIS PED SHALL BEAR THE ANTE AND ORIGINAL SEA µ0 SM.N•17URE OF ME PROFESSIONAL ENGINEER OF
<br />' -i I 'j 43'MW 94!, i I It__� RECORD TEAT PREPARED T
<br />E0.I
<br />,_� . CA I _ I EQ 4_� I FD I IL, I=-. -.__- ,It---_- j - I:4'P TAPCON ANCHOR$ A$ M�WUFACTUREO BY Itw BLONDE%. NC (MAN. I'c•3792 pf.j
<br />-J__� -� �^^rt t/tY-MJ/a Y.S Y9. w/ I ._t 1 tY-Ip3 EO I � i � Ep j j 6' _ 1/4' 1 X 7/B' C/d.l(-iN ANCHNORS, A$ MANUFACNRED BY DEWAt INC- (MIN f'c-J(%)D p.b.•)
<br />-®C� --®COAT CO I E0. / ,WING YS W/ _ _ /1a-10 PANELNAFE FEMALE ID A PANE:MA'E P '8. STORM PAREt. MAN LABEL SHALL BE LOOTED ON A READILY VISIBLE LOCATION Al STQRy Pµrl IN
<br />S.� ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING
<br />H I .}--.__� 7/6'6.J/J2' WING NUT 7J8'bs/JI' wNc R.T .I 1 -1 �' i LL15 AFK-'HOPS. AS MANUFACTURED By ELCO CONSTRUCTION M7N PRODUCT$
<br />:7;6'4 , J/72' PIING NUT Oi6'1 , 3/32' YAHM, IYASIKR O 17 1/Y O.0 '�-`-.---, WASHR (6('YpNO) E'D. E0. t (fc-33jp pa i }
<br />W LABELING TO COMPLY WITH SECTION • 709 9 2 OF THE FLORIOA BUILDING CODE
<br />WASHER • IT 1/2' ac I NUT WASHER (BEYOND) I I .tom.- !-__. ` I L t- --* ----1 ) AO WNIMUM CMBEDMEM Or 7APCON ANCHOR$ INTO POURED CONCRETE SHLLCL BE J a AND 2' F[y? PµE1NATE
<br />1 t/•'. TAPCd. • 6. O.c
<br />1 :. TAPGON O 6' c.0 iJg W/ n* C.0 - I.• - ��� ) 2'.i WOW PATEJ I • / - i S/32' WING HOT 7 ) _/.STALGEAm W/ BiDQ) (ST ) PWi/iLnDWIiD Nl 7e • 2'N' Y/OOD PLATE /B'/ . 3/]7' WING NUT FEMALE W & PANELMATF. PLUS.I�•. O I RECURRED -( HASHER O 6 '/4' UC `I - WASHER • (BCYONDjW I 1// AIA THREADED w/1 I/2' M61 TREADED - OF PAR I - L_ REOU9ED of PLATE AT YOwIDTH .. I_- Of PLAATON AT YIOODTI+ '•, _2 a4 WOOD PLATE - y <• WO X> PLATE + I i I A2) MINIM VM EMBEDMENT OF 1/4•0 x 7/8' CALK -IN ANCHORS SHALL BE IS 7/6' INTO CONCRETE. NO EMBEDMENT INTO
<br />OF PLATE W PATE I _ tt REWIRED FgDURm OT4-10 PANELMATE PLUS -i . . . I 0T4-10 PANEIMATE PLUS .1 . ANY FRDSH AAT ERNE SEW,L BE PERMITTED
<br />P WOOD PLATE 214• WCOO PLATE W�'t - O 6 IJa' O.0 w/I ➢/8• I O 6 I/.' cc, W/1 i/6'
<br />- [WRm Rf,5uRE0 ,II Y UNTING INSTALLATION WALL MOUNTING INSTALLATION MIN, THREADED PENETRATION I NN. III PENE1RAnor'I 1 IJa- 6-20 5S SroEW'ALK BOLTS USED SIN; BE LONG ENOUGH(SHOULD ANY FINSH MATERIAL Exist) To rNGAGE ]/A'
<br />t �,-MLNHWIM
<br />AL RNATIVE 7AW Q REGULAR PANEL ALTERNATIVE TBW Ai MLbY1OM Of RATE 1 AT MIOWIOIH Qi PLATE I INTO ANCHORS A. r, /FAYYp
<br />WALL MOUNTING INSTALLATION .t _ 111
<br />SOLE 3/e .1 WALL MOUNTING INSTALLATION WALL NOII_NTING INSTALLATION r FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN srqucTuaE BE-IND sucH PANELS. ANcnorucE SHALL ,DENS ' , -�
<br />ALTERNATIVE SAW ALTERNATIVE 68W O LIFE SAFETY PANEL A ) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUNC ON 'HIE EXISTING WALL OP. ��E .. (O%
<br />O REGULAR PANEL O LIFE SAFETY PANEL ♦ SCALE s/B .I'
<br />SCALE ]/8'•1' SOLE ]/B'-I' `MNM121I ALTERNATIVE BAW ,AN•N�...... N/,n ALTERNATIVE 8RW BE AS ME NTINED IN AI) AND IN A.2). = F ?
<br />": P... Wr O REGULAR PANEL r FP F LC/l"ry4, O LIFE SAFETY PANE _ N0. 44167
<br />Ali[• ••' ✓ - N7 \� ✓ 55 (B) 10-IN _ ONCREff_ B• o'_. AAt_
<br />V • .9 SCALE 3/8'-I' Q... 9 SOLE 3/B'-I' ' # f
<br />NCI �P. '�CENSg• • S FLORIDA BUILDING CODE (High Ye1DcI Nnrricor» Zone) �3�: ,-\r- 4% fLORIDA BUILDING CODE (High Velocity Hurricane Zone) # ' * E FLORIDA BUILDING CODE (High V61oc NUT cone Zone
<br />IHISTAW*IONS ARE Olt. vK.9 FOR BUILDINGS rPM A5.0. DESIGN LOWS lT - 1/4- 1 TAPCON ANCHORS AS MANUFACTURED BY ITW BURDFX. INC NY )
<br />uP TO ♦55.5.. -72.0 PST AM PANEL'S LENCTN NIP TO e'-6' ?� Fi-�.�4
<br />_ aeon RiEm. x ' 9 NF
<br />mmo nTcrD. ,Nc FP - 1/4' P X 7/8' CALK-N ANCHORS. AS MANUFAC7URED V OEWALT INC (Fm-ISO? P A • - ' AJwp RRco. x
<br />20 GAGE GALVANIZED STEEL STORM PANEL FP GAGE GALVANIZED STEEL STORY PANEL ) 's O,l, F� rP.
<br />NO•* DRAWN. s * - pANA e - (14-10 PANELMA E HEAR E ID µD PANFLNATE PLUS 5 ANCHORS, AS MANUFAc*vRO BY ELCD CONSTRUCTION #iT9A -.•'ALE 20 DACE GALVANIZED STEEL STORY PANEL N� In
<br />2 FOR NEW WOOS FREE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN : S INSTALLATIONS ARE ONLY VALID f0A BUR.O,HGS WITH AS 0 DESIGN LOADS a LL __
<br />20
<br />UP TO K553. -72.0 PSE AND PANEL'S LENGTH LIP 10 S'-B' : * •• p)/,y/i0� PR
<br />(rm-2071 P..i) _.Y y N�a+�
<br />PAIN NO I. W/ SPECIFIC [PASTRY O O.SS OR EQUK =* ^1 M/2!/POLO T Y� 9)/7•/PfJp
<br />� ' 'r'L EI ' C 0 GLOBAL PROTECTION PRODUCTS. LLC. D L. �A�'a"$TCLABAL PROTECTION PRODUCTS. LLD. PA E ' �''•r Fi LN,4` 1�C O I.. GLOBAL PROTECTION PRODUCTS. LLC. a¢.q / i8{M6GC0iMC. I FOR EQW W000 FRAME COHdTRUCTOON: FppO MEMBERS 10 BE SI,IJTIk"RN % 9'�2L, [INC .eOP SW 51 STMIT `�y7 He�FIrW I%'Yp'.F(, Z>y,� 4eop :w 51 sraFT RNf ND 2. wJ SPINA-,rx: DfNsrrr or D ss oR EQUIP. p •. :lzf2!/1�' •ems. s, mEE'T
<br />IAIT: •WIN Cp1PAM MADE. fE ]3]la . ,N"•.lT(Kirq r C14T',.wHr Nb.RPANr oKYIC R ,3,t•�.,F 20-t76 Ht' «For n AIY PNpN[: <ee.)w-76U. FAX es. 2D-t 76 ! ; *NOT TESIrq • tMOREEA•w etlLrluWY Ewe. EL 1U,.
<br />F$••••INN / N•.••'uWOr. - NAA h . _AM,r PKD.E (a+kMl--II, FIX /eNxee-e)PT 'h, ,T . ,.-AN (INN n,-I.l. MIN a, -I.„ IPIN,DIc (eN)IIU-T5.3, rw t.s.)IDe-eTnT.. .. a. a I.N.-.r.aa W 20-176
<br />C Me4-17oT u-000s719 Eq rrNN. wANp H.111 S _ w-w L n~1U. F (FFR en-,s1I ORWPWO. PL MAI/PRM'LARJOKR , A K).?.v., P.E r.1V1�.-.A
<br />SInn oI_,F., AI/ u-Opp67,e N+eE r NEON n r PIS
<br />bWMNG AP i1111M1 .. SELL/.•� 9PHAIWL/blC WILTEW A TWAY h_ PE fYl A a m
<br />'Illl•lllffAt/9GMRURE/Mi WELTER A i1 A,. PE Y 1T-w FnWWI
<br />Niel v >illT< I. w 26 .. - - _
<br />COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS 3•/241► O (3EE NOR 2 BELOM) _ INSTALL ATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-I-) oEq PAN
<br />4 r/ Nx W/O ®• .(B • (STEIN Hart z ,IE+aR) 2•/24 1' 24I► t� •5 [T» _
<br />p.V• s.s 1'/2+ +'/2+ r -8 J; �� / -7(ELL ND3 _ Dln EL Jj INTO POURED CONCRETE OR CONCRETE BLOCK
<br />. EACH ILO FOR coKWEIE µcgs: SO ,
<br />T �,. __ ] - - SCNFDUIZ DN SHEET j5; FOR
<br />WD00 SCREW: -- --]•-
<br />15.196' (TOTAL WIDTH) _ 2.2so' ••_-2.591 P. O �� _ __ s[F SECTIONS aK NNE['! 26 -- •'�iM z.("sj AT 2I - __(SEE SAI[DAAE ON SHEET 26)� 1' NA )�.� -----\ WNd1[T ArwlW 6; a'"
<br />t2.500'(EFFFtlNE WIDTH) - I II ��7 , 'I--2.250' , ON> ,/2•-1 - '-_�'_-- TT -. +-T"- __--'J`=�fA L/:'-._. .-�_ _ --- _ VY C9 � � Pllmi o®ujE-� L s Mv, 2s -W �.._ ,41� J%p-1/4•"I � �/
<br />-6 T/i I I I I tTn) T T-f6i -T-I ---_I EACI, EFo ar am m7 \ 4 s� �'•+•R .'Ka'°IIs . 4 I.,I, A mrnu.E < o. 4Ta v mME •.-
<br />r -9141' s.4 (_ somAx d - I1 y J cplK71OE NNdd6 Q . J00 I': + 1-* T�,":f •I91 -? {� �. 1_I -TIN L'.---UALEKD M M7 I L- ,�iA�OC Of N .d"" �" -i �,-L.>- FVL.m LpNOW,E� i7 i-�.P All l ,]' 4 /�
<br />_ _, I 11 %...I �F W
<br />1 DSO' ---t3'A' _ - , S50' L III i, N i : �I ip}.-'•Ti,6T :I taL"wW I I I I----�1 sarlEP y Do ar
<br />,._�-- II .D7s' II tl75' I I I ' ! I 1 i 1 � I _ _I _ - 1 ^^(D ,,
<br />T i. �',- 2 i_ I I 11 1 W
<br />200' /' 1 T7P 1 ryp. i ' - 1 - j 1 1 I i �N ts¢ m,a I II .� , _
<br />/ •/ 1$0• 2 2U' I'I - 1 : ..� . _ , _ I ,. , _ I . _ _ 1 _ . II I . . ! 1 I . - L .. ` - AP1L , IImRj :O X $ 1 l L. • - OEE ar. I
<br />I J- D.O76' YN THAGt NEYMm S 500- '':I 2 500' - 6D % 'L• YN T 'I _ I I i I ? ./.Y-m.,/.• 1 F.. Fi0 O Bl t - F�!' Far I !Lo'Nr
<br />__ _ !d % -L' R ' - I - j +rm IriP MS I (- 1---1L-JL.1 I
<br />'' GNVAWZm STEEL EDGE i5 'q� _ _ - - \ I I
<br />%' 1 ' 2.2.4' � (f1O PANEL) I (INrE OA PANEL)z (ATEPOR, PANEL)' ' (.nERlOR PANEL) (£ND P 4NIEROR PANEL 1 ! eNfElIDR P P ' ` f 1 ./ INK I.lr . �/ \ -
<br />2.0bD' 7�Y. ✓r, AST4 A-653 T �R I .(CUO PIMP) µEL) ( ) ( AWL) (RRFwOA µEl) END PANEL) , 1 - r I
<br />::3x,.".
<br />- I I IyE NDR 2. ]. A BFLOXI S[t NONE 1: ].. 6[LOw SCE NOTE 2, s, 4 BELOw ?SEE NOTE 4 BE ! 1 SEE NOTE 7. ]. 4 BfLOw 1 _ IMwmn. n ' /, i - T-,-- I /�\/EDGE , v6D G4egAUL1 �•`� if DETAx A� _- I' I I 1 �) I Mm(SI OOa) ' \ I �F/
<br />I� 1 i I T T' 1 1 1 I I �- I i 1 1 1 MINE , NL I \ I TF
<br />5 I
<br />_QETAE A \ A/d 5'Ii ? r -A e ,,�(E-y-r�-�,- ( I i� I L.1 LTy I ' ) 1 _ I '
<br />1 - - _ ..�..._.-t• ..�.,. / T ?5. 2 1�..��J'. a `�1 i `-yy,^11 • �.-� 1 1 t « F1 er 4I� "'1. I I ! v1r A..., I I ' "'1./ \ PI S0. ,! \ I 'f+I i I'-) j I . l r-Tl� .i I t, i I I , M�o� - -
<br />.�l J7C ---'.350 -' 1 ., .A 1 ia', I ,,+. ! I 1 I I ! •I -+-po/LTtD wwrils w1 i ) I i ( NwtiPEW.H p) 1 In•.-w.]/ I ",,'
<br />I I i i r `�•,«�'
<br />6.250'- - 75C•I .1\. �'---2.470"J `p. I I '_-`_B0.?FL yPA7Qi us W 1 17 l:]`j'?i/4wA4NTaTTS/ i -Cl) a iI 1 I i `V
<br />I 47 - Q. I �6',s/s7`?'WtNCN.rs J 1 .. •. .. I I �. Liu OVERLAP I ..L_�- i._�--1,� I MNc Mn r Pr, - 5%_n01 - z a: LP _ 1 : I:. m.) I N r/ T� sa �- `O U OWERtAF 40 X 'L' 1 I !I . T i 40 < •L' 'T_---'L �_-.-4--T_ I ( ' .
<br />I i 11 It I i 1 i I i r- I i it I ' 1 I
<br />_ F - I I A O
<br />i -- -.- _ I I I A I I-.. )
<br />W W * ;I , ') ! (---ttl I I+�. T _ _ i; I! .�`. 1 I _ '1 . T, .�.i.'• l ' I , y I ` i A -,�•,_ `� '_ I I - L_
<br />O REVERSED Nh TRACK O REVERSED V CI( 1 Z 1_L 1 '�.5� ��-_ 1�1- 1 of SEE sd maE scc s NEw r
<br />__ i - -- -. . - -. • .-- _-.. _.• _ _.___ DN SMLi m I �OF 91EF1 )5 v_ .-_L� a I I ,/.v-2W/:
<br />L____
<br />..._i • C. • • _ __ _ µFT WEE (RYP J NA W. ___...Ott ' FOR MIn -i I 1 SR 3CNEdAF w• ew ./
<br />L_- T
<br />('•-...---l--.J E I- I I,h•e-A..7T4- 1 1/.'6-2.3/.• � SFr SdEOULL I e �y 1 ON .H6.TT 2s - , i 1 i/r-LIV .V• -,. _, SEE NONE . BELOW SEE IIOTL ]_ }. - 2. SEPAILON 1 SCR[w W s,rnAM*ON Y SpEw w M/ EA]T.• FM rra W SpMATKA
<br />PANEL'S END ,IP Is
<br />,Ae.. OR COMCRTE ANCHORS: SCE DEIDR' - - 12'_ -__ _. _ t (µTERWR COTTON I i0 dAss r J SI/ 1 a CLASS. 1 T D. 1pQT 15 1, 1 •• :INK rP
<br />M/ HEMMED EDGE - T50' - ,• MA _ Yo, WY O LOCATED-
<br />n_ I T/3' ` 4* [ND PµELS 1 /9 • 1 FM W SONATA- -i tnFr UCNM ///--11I���
<br />SCHEDULE ON SNECT 23: ILIA MOOD SCREW--,. , 1 ) ' �F/IIX) I I /«_••,'/] � 1(/ETr ./ y 1 RI dA6
<br />wRc M- I - N.TO R e I "/ 1 i�r.L
<br />CENN ( +1/ EVERY 014AOM I W ro o,.Ls • _- .251T' ,,,,//�� SEE SECTIONS ON SNfET Ie M'" N1WOR PRANCES (D 1 J I i I f R I L i "W" pylyp •y - �
<br />/ R•aO,2 . ' SSD au,R ] u OR O N/ OR w/"LJ' O 16' • LIST PANEL 10 eE NSTALIED At EACH I 1 ' i _. i I r ' 1
<br />6t 3' I �' 1 LAST µC. TD BE NsrAUEO AT EACM FF Oii f
<br />I : TYPICAL ELEVATION F9R SOPEN.NG L ALWAYS BE PROVIDED w/TYPICA REµ WNDIE TO fACARAIE PROVIDED
<br />I 1 / I I / ' I _ I ) I I 1
<br />AFAR HAtaLE TO FACILITATE INSIALLAnDN II' INTENDED TO BE INSTALLED FROM IQa g y�
<br />1 \ 125- / 125' F NTE'/DED T9 DE INSTALLED mdA - INSIDE DF UE 'aTVRE 1 ' I tt _ - '•T"' F ` O I lj
<br />_ _ E-Z HANG STORM PANEL 1_ SYSTEM N9or oP sx TARE i $� C� 'T--`� I ---- L, i_ }A
<br />7.' 0.270 - _ _ h 9DAE s/]P' . t' L 9DME ]/JT• - t' T--'�-}•-��- R- ' L- /�--- 1 !i HEMMm, _ R- I I € EwL I -I -- Ty ! i1/•-.-TIN .• rA ) I i I- ' T-TY-7 1 U
<br />' 1 W =3
<br />O i - -"-Jr-/.• Y.. OIP 1- 1 , AL A �, r I 1 , R I,KP W ,4' uF II , I I t ! I ` r� i o f °
<br />^ 3 750'
<br />_I/.• Me.. GAP .,: YPr DA1 X 1 f 7 A' i I `'
<br />1/r N.. OAP I I I 1 I i r) .J M' My 1 \ GA I
<br />T pI p
<br />ROUNDED ISOMETRIC
<br />a ENDS oTAI A 2 DDD a� `F PANEL'Sr , 2ooD- , Iij �'I'�' 12 oR �j rrJ Iw wJD ©. © .=✓ - - --- -- �LrtP I I iti 1 i p, M i I( D)" ,�) I i ' >� o f 1 ; I ` i ' If
<br />1 ,25 I� <ATEWNAR LDGMIM dXKJ1ElE p FOND, I 1 ti / 'J
<br />END UP W/ HEMMED EDGE L I .7sD" . I 1 i-_. _�.�__.-_ SECTION A -A SECTION B-B `G .IT aD ft A ) � i mnW-E P6� c I
<br />I i ' I I ''^j/ ' ^ i L ! I � I O
<br />(N T. SJ .-.-----}�,,_ _ L_.-_. _._. I RS SFKE 3/32" . t' NOTES fdME 3/33' • 1' =vOI _) L_J. -) ^ I I iEp T . 1 I A ` i ! J •\---C3) fall I I - -
<br />250' aaum 1 I , ^""A'h' ,'T PIN®
<br />-2 �' -) ��) (1) DEFINITION OF SERIFS f000-. C - 2 NANO STORY PANEL SYSTEM CONSISTING OF PANEL . I I ' ' � � I/: fTh,/: N3 Owdxlt . - 1
<br />5' Mar - HOLES _ ^cOn1. TRACKS AT TOP & PAWIMAIE PLUS OR 15' LONG /1•-I rt - - I \ •i /N'csr+a
<br />VAT BOTTOM NM 0-
<br />PANELMATES. _ I'.Y-_V IS T'ueWtsft S6WW,1 ' I I ,Oyd \ _ r/ T/rN.Try' .K MKA 1 - I. W s r/r�n,/y'
<br />I1) 0U1MITI01'1_QF SEMU-2DOO E - Z HANG STORM PANEL SYSTEM CONSITtNG OF PANEL - / 1 a/ T/6'N3/y' a .tn nl I D.,D,,,T _ _''- I. Nrt p ,/:�w>/.• .rouRrP ,..Ip .A, a
<br />Cont. TRACKS TOP & BpttOM. (2) END PANELS SHALL ALWAYS BE CONNECTED TOE SILL wALi HY MEANS OF NMI a ./•'+-TNri/r ED m --- ceweo 7 �--.. ^o"sc'W'� dM § .�/� (�
<br />4O PI,1« TRACK 5A © 2Wx5«j ox) ALUM. ANGLE P ,r1 +NMRmc. IME J / w.L , obT wKncR ,NV__/ \. .i.-�n .. /f 1
<br />1 T /• Wlll (2) 'RD PANELS SIMILE ALWAYS BE CONNECTED (0 BCTrOY TRACT OTHERW!E A STOP BAR ANEIMA7E5 OR, B USED JpL MLY w/ t5- LONG ^-EE TWICN AT BOTTOM, END PANELc CPAPWM Mldpl• - I -OP.) I . Cp[E y Dc[ ID.m.1Y S W(1/F J/Jr ,qR , enoW) V/
<br />8 SHALL BE PROVIDED AT Top OF SUCH PANELS SOUL 8£ CONNEclf1) TO (2) w/ t/4'e-20.3/4 S, w/ 7/( ,3 s2' (o„- EIS. -� j F�� orrwErt N ,.yc .N,, aH y/« a. acn m) •'I'R -
<br />6081-TB Num. ALLOY LNG NUT OR 1/i1-20,3/4' Min. T+UMBSCREW INTO YAPPED I (EXCEPT AS J,.In m) //2 ) i I '', o„Wr[ eorNAE ---J .-�D LAK drmWN) Y yc //-�
<br />-. � ) 25' (3j If END PANELS ARE CONNECTED 10 BOlTg1 TRACK, CONNECIOh SHALL CONSIST OF DESCRIBED ON NOTE (3) ElOYI). l.� _ I WALL AND M_R�C.T MOUNTING INST, rm n) y6 � � V J
<br />1/4•e-20K3/a• U.S W/ 7/3-n3/32• WING NUT OR 1/4.1.3/4' Lon T.•t1MB5CREw WALL MOUNTING LAST.
<br />INTO TAPPED BOTTOM TRACK LOCATION O FASTENERS MAY BE A7 EITHER OF TWO (7). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' SONG TRAA� (ii AT I SECTION 2' POOR TO GEILNG MOUNTING INST. BUILD -OUT 0
<br />I r1 EXTERIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 x STOP BAR SECTI�'i T F 1 Q SGLf 3/6.1• MOUNTING INST.
<br />I L BE PROVIDED AT TOP OF SUCH PANELS. SUES 3/5-1• E----1 8 I SECTION S' .SECTION 4'
<br />(4) IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM "LACK (:re A STOP BAR (4)- FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY D., 1. I I N-� �L
<br />IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED o BOTTOM TRACK f21/ / SCALE S/6•,' SOLE 3/6-1- m
<br />USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECEC, O- PANELS MOUNTED TO EXISTING SI;L WALL BY MEANS OF PµEUTATES. ONE LTEFTOR PANEL---�'--" VAI TDin
<br />i HMN, MAY BE USED JOINTLY W TRACK © AT BOTTOM ATTACHING BOTTOM TRACK T WALL LKE AN (y6)m t TOP rs FAS L L111111111/11//FF
<br />/O BOROM TRACK MAY OCCUR At MET PANEL LOCATION W TWO PANELAIATES FOLLOWING SPACING SHOWN ON ELEVATION AND W 3 0 2- wKtIEN 1. iNNKt 2 oe \N L A, %
<br />�� ---i R A. rr f i J / i. L� �`• E .wA . E W m P .�iE? ... !tt l
<br />t� ••.. �� (5) SrE SECTION 1', J' & 4 ON SNCET 24 SEL ANCHOF SCHEDULE ON SHEET 25 Y EDGE DISTANCE FOR THIS INTCR)OR PANEL USFU JOI Y W/ DOE$ I ) I AT 9M Wan a ,aoo oR
<br />O55' (T7P) a1� 1111111N1 N07 NEED TO BE CONNECTED fOCAS(j�,) BY ANY MEANS TRACK �J2�Jil SHALL INSTALED I MTA+A,D,/ TF[ O. SNQ' 2J
<br />! ry 7 _ 4- "C: '•'NOON �� �L"LEI �FNY Such r+y/,T AO)ACENT PANE$ THE LEFT & RIGHT SIDE OF INTER(QK PANEL) HAVE . N�: ''\,�C ENse
<br />f' �yi T6' = Cw
<br />- - ,p,`I •1:� A. TL((/j"✓+54 THEIR OVERLAPS RETANED BY �2--._(l6� x 7 [2,HL,tpd/i _ (C '1 G
<br />I 1 -_ ND. 44167 • _ -N • ',EN ' . Q ,• I A ISBN T NO, 44167 i
<br />I L _� # RAPTOR BVILOING CODE (Hl h Yalxily Hurrlcana Zone) 3. l\C S fLOR{OA BUILDING CODE (Ni h Velocity HurrloanE Zone) -t - IN f em oM MouenNn cw R - • FLORIDA BUILDING CODE (High Velocity Hurricane Zone Q
<br />- © I � COM&RLD IN Ain rr To SU, AN -
<br />- S .ION, RYEco. NC �•. It PTa20 nlmE INC
<br />3Y Mox -� - .75D' =-�O • ATE OF •: Q. z a c+o2o miEco' Nc 20 DACE GALVANIZED STEEL STORY PANEL �`n, W. _ N0. 4 167 _ ... 20 GAGE GALVANIZEp STEEL STORM PANEL �P B1._ "�i'L''I'IT,ON' 90; STAiE OF ;arts 20 GAGE GALVANIZED STEEL STORM PANEL ter", -&I
<br />s .e •- DRtD __ _, e7/TI/mm z # : Zi�I - � 1-- Eo . Ix •.rNAz /L Z
<br />L^SSi Et"' \GLOBAL PROTECTION PRODUCTS. TLC. D„< = o'•, STAT Of f¢ = �'� - GLOBAL PROTECTION PRODUCTS, LLC. Dr/'WJm'° ALA _i �' `T �' 4 \ GLOBAL PROTECTION PRODUCTS, LLC. °rJDDATE
<br />O7 3wx3 cx. ALUM. ANGLE ® 1L E C O INC = 9 .. IL E C O EM \ SCALE 2' . ,
<br />WGL_1 STOP BAR riAl / .��-r� 1 ,w. SAEE o Fc ioQ a� bw 5. SAa, KF / Y ( ,� IL E C O me Z
<br />1 T LONG ,NHHNRL nun TEbTeR6 & O.CYNO DOWµY MWL n lU,i ., ,C' O \ : INm r LWWEERRa eOWAxr OAYE. iL Jut• M
<br />W53-TS Aum. ALLOY "I ,.. - .. - - , o'mll�nn _ v.1. n,oKL (E5.)u9-23•s. FAA (WH>a•i-enT 20-176 Lc' 6 ifi N n,DNDNT (IHH).e9-lw, IAA (u•X�erR7 20-176 ; n .1 a r a Orr .,Lea n M, TRUff\ •eOR L 3, STIeIT
<br />rA-000471e .I- M'. ' I�jQN l �-',^�,t• ••••• aoF1 nu a11111 IF
<br />NMR n•-.A. ss, DIPPING FN -- T_ � u AM I.. NO - , r RLWE, rl ,,,:. �� . J
<br />nL`SEx/96w.ILREfOKR FAALITJI A TINT I PL _ _ _ "'FAIN,11 NIA„. L SLAnROFIATIIRE/OAR MAL1fA A fitN t., PL PP 1r-IA IINr MINI 7J W 14 •E SCN, rRE/CArt m671 AI,IOW,t I,H21K (.YNM->3i FAX (e31)Ye-er47 - IM[a NT 7�6m Q
<br />Nt 7 _ _ _ _ T ]1 A M l'K N, 7 ^'•" A� ld NONwt n1-�A, IN _ _ _
<br />WMlpl A TRIP N PE ^
<br />a-
<br />SHEET NO.
<br />SH 1.2I
<br />
|