|
_ 11 T I I - II 111 I
<br />--�1!, 'j '�I I__ __ I I 111 -1 I'll I I 1 _ _ I I
<br />2• . l . •f.V 1. aPl
<br />MA AS.D.
<br />MIS-f.)
<br />Ae
<br />,-Mr,
<br />t0 GllS4 T-
<br />IX)NpIIOM
<br />� TOOEM-
<br />.66.0. -7"
<br />70' OR LESS
<br />2 9/1/'
<br />I BOLTED •
<br />1•. 2% 3', LTA,
<br />2YF a 3T1
<br />.66.0. -73.3
<br />70, OR MUSS
<br />2 7/6-
<br />BOLTED •
<br />•' It 41r
<br />BAYED W/ 1 Y.-
<br />11FA40' SA M.S. t WINGUT A7 OiCRUIP a 402 OF PANEL LEMON
<br />SUnm BOT1W OF PANEL
<br />`�. 3+, 14:: ,'-Yl 1.+1.M- •1 4 !.Mil .;.:.:•,+71 •:4:. ll: ,.11 L,y-,•A _
<br />MAXIMUM
<br />A.S.D. DESIGN
<br />PRESSURE
<br />RATING e.f.
<br />MAIOIEaI AtORM SPICING FOR E. D.. 3 1/2• -
<br />APPLICABLE TO
<br />SECTIONS It
<br />H
<br />OF THEM
<br />WaRlw PANEL
<br />LENGTH �'' (hi
<br />TMCOMS
<br />CALK-N
<br />PANEUTAIE FEMALE D
<br />PAMDINTE PLUS
<br />TO OOFOIEf[To
<br />CONCRETE
<br />TooOMCKMCOW"WRE
<br />MUM
<br />TO CONCRETECONCRETE
<br />ITO CONCRETE
<br />BUDOK
<br />TO CONCRETE
<br />12'
<br />N/A
<br />12,
<br />N/A
<br />12.
<br />N/A
<br />12'
<br />N/A
<br />1• a 2' (TOP)
<br />I i"
<br />3' I'
<br />le
<br />3'
<br />5-
<br />4•
<br />S'
<br />4•
<br />1' (BOTTOM),
<br />2900
<br />12"
<br />3'
<br />12'
<br />S-
<br />8"
<br />6'
<br />e'
<br />6'
<br />/' (BIG.
<br />f 1 +
<br />66.0, -75.]
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />if'
<br />2' (BOTTOM)
<br />70' OR LESS
<br />7-
<br />N/A
<br />6 1/2'
<br />N/A 1
<br />4 1/2-
<br />N/A
<br />4 1/2-
<br />N/A
<br />3• (TOP)
<br />12"
<br />N/A
<br />ty
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2,
<br />N/A
<br />3' (BOTTOM)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />1' (TOP)
<br />120
<br />B'
<br />72'
<br />9 1/2'
<br />12'
<br />11'
<br />I2/
<br />IT-
<br />4' (BOTTOM)
<br />/ UFRTED TO 66.0 Par. AS.D. DESIGN PRESSURE RATING.
<br />A SEE SNIET 26 FOR ANCHORS TYPE t SPACING TOR INSTALLATIONS /rt0 WOOD
<br />FRAME r
<br />Tam
<br />~* ANCHOR SPACIWS AID 1/d1IM EDGE DISTANCE AXIS INDICATED ON T"S
<br />FOR LQ Ins IHW I I N•ATED ON SCHEDULE VOUCH ANODR SPACING
<br />BY MU(.IIR7IW SPACING SHOWSSM O" SGI(D FOR
<br />HO FOLLrAWEDUC
<br />THIS OP N W WIT
<br />IN FACTO. SH
<br />OOIN CIQ TED FOR EACH AN HORIC PE At
<br />ANOTNCALL
<br />LEM T MI MUM SPAL
<br />O LESS TWIN ION•AAI SPACNO NOO,IED FOR CASH ANCHOR TYPE AI
<br />,ANCHORS LFf11O.
<br />AIOIOI TIVE
<br />1/41
<br />1/4'.
<br />iiiTAKEN
<br />1 1/4.
<br />1/41.
<br />FEMALE [
<br />•ME,III
<br />oouo N
<br />M, AORM /IIOO GA.)
<br />3
<br />3
<br />a
<br />2 1/2
<br />Me
<br />3
<br />J
<br />3
<br />]
<br />Aa
<br />ra
<br />)
<br />3 1/2
<br />3 1/2
<br />4
<br />NOR CA "a William
<br />"am
<br />, ,/'r
<br />-A
<br />i-
<br />-
<br />2t
<br />-
<br />m
<br />Y I,m
<br />Im I
<br />.A
<br />y,
<br />-I
<br />1m
<br />,m
<br />1
<br />v
<br />+ REQUIRES MI DISTANCE BETWEEN BOTTOM OF PANEL
<br />AD 0 TO BE 1/2' isX
<br />6L,
<br />++ REO(AES Met DISTANCE BETWEEN BOTTOM OF PANEL
<br />AND ® To BE: 3/16• 3/16
<br />Mm.
<br />FLORIDA BUILDING
<br />COMPONENTS FOR REGULAR LIFE SAFETY DIE E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />,_---15.125' (TOTAL WIDTH) - - - - - - -_ - ---- - - - _-,
<br />---2,1er -
<br />-- -- -- -- - --12.500' (EFFECTIVE WIDTH)- - - - - - ---- --.193' t/4•I-2CP3/P
<br />,250 .750 ....tto S.S.
<br />Cl 5 1/4- (TYR)-----. _. -----. \ AF� e 6 1/4•
<br />FF .374_-• .tzs W•f2rVE O.0
<br />t.250' 100' .166'- .Oe6'O, -
<br />.500 __)�• -., .-.7.350'..-I-t,350' - /� t.S00' y (AYE 6E 6H[RSEO)
<br />/=y )--i
<br />II��.Ow
<br />y r
<br />.250 �` i 2.1 O.D24' 101. TACK' h _ I} _ - \ 3375' 1.671' I.-M)J66-
<br />i-HEMMED
<br />GALWIIIZED SE0. f EDGE ASN AW7 TYP. I /` 2.000' - .054' - t S' `__ _'� ,RAGE 60 IMRMIM HEM ED260-
<br />2.125'
<br />0-6D FALv. -1-- t-- I.t
<br />Des• 1--t300'�I 'Qi
<br />\-,/
<br />_ ____1
<br />-- - - __- - -LOGE -
<br />--ORAL A
<br />---II}
<br />5TORM PANEL.375•--(TY.)(,YP).]50'--I.".,- _ _ _ DIAL A t ._ J 2.000•_�
<br />PANELS SHALL BE R6TAlLEO ALWAYS ._._.__2.367'._- -
<br />FROM 70 RIGHT iaPAT
<br />(�) "H" HEADER (3) "FIN TRACK (4) ANGLE WITH STUD
<br />END AT GAL
<br />• I arE
<br />a PANE CA0.OV 24-(Min.) 0
<br />w/ NaMIIm ETC£ - SIM
<br />,1.1 O PN1FL
<br />> o.Os (�
<br />I F--- _TiDD' I -_.1
<br />: W_625 - 0.]75' p 0.250'I
<br />1407-
<br />.
<br />- ' I ��--
<br />- 2.250•-- - L� ISOMETRIC VIEW DETAIL A !I33:j-_._. PANEL 13 OR
<br />i _ -i -
<br />._-
<br />E 0 ROUNDED CORNER O ENDS OF PANEL'S .937 ,-. �_•-M - Ii..00'
<br />C--237e' _END UP W/ HEMMED EDGE. L__ 625'.. .123'
<br />(N.T.S) .375•
<br />�1
<br />N �- -. Or PANEL
<br />2.500• ( - --
<br />.091 • ar -(Fyn. qpj 1 SO KEY HOLE WASHER
<br />3.750• ,072' ''. (TYP,) I( p_7' 3105-Hi54 ALUM. ALLOY © KEY HOLE AT PANEL--.7�•-
<br />4�� I- -. N
<br />2.12{' •SEE SHEET 6 MR ADDITIONAL
<br />_ 1 - .750' - III 3' LIMITATIONS w SLEEVE LENGTH IS 11•.
<br />l .p9'. 125' 1_- ONLY 1WD FOR NSTAILATONS INTO
<br />_ _
<br />(TIER.) WOOD STRUCTURES.
<br />I 250- .373• O SLEEVE 2 i /B/�' " f 11--
<br />t_4 ( l ._l SM. 6.L.I.Al IA1 A .12e''-
<br />__ _ -.- -_) 2.000'- .- 2... 3.750'
<br />- -.193' __ _ 12J• 2.ODD A uar
<br />-1
<br />----2.5M'-- - - t-Ale' (TYP.)I '
<br />O t.oso'P 750
<br />"U" 1
<br />O REV, "H'_HEADER © HEADER T j (TMP)
<br />- J -J' YIN. TO 5• M4.. -- --
<br />_
<br />_ 2.000. - -
<br />® SLEI MAX•
<br />ENM • ANGLE
<br />Q 1) "JW TRACK PANEL HANGER
<br />-.. -_--- 3.000' - Wdl-RF ALLOY A`Alp A. TIFF
<br />.3, 74• 1 1/4"
<br />•:a00'
<br />- - . I ���•CEN �'l\ ((LSE ONLY FOR E-Z HANG STORM PANEL
<br />r _1 1 ( --I OD2• �
<br />J11' .656' --,. r' • .470• .275• 'ARM �i -- =i• S((• •-.. SYSTEM) 6063-T6 ALUM. ALLOY
<br />1.671' -! 2000'M -T t* :P 1 1J�5' 6eo• 230' IT No.44167 - FLORIDA BUILDING CODE Non High Velocity Hurr)cons Zom)
<br />123' Si '`3 ° (® MN' ®_ (- .. mo2o n+am Mc 2t GAGi CALVANRED STEEL STORM PANEL
<br />aw.Ai'I .
<br />STATE OF
<br />�__ _ oee' 1.2pI•���,�
<br />-- - 2.000--- 1_ A- -_- SEE SELROHS -..-.. - - .250- y �A�•,c��E/7//eD2N
<br />MAIN = o r,�� IL E C O INe. GLOBAL PROTECTION PRODUCTS, I.I.C. M/G
<br />-- .em S.R. 51 show
<br />.204'a 'F A aw YFna - A a,M OWL !L 1I714
<br />�A,AAATAC'
<br />1© BUILD -OUT "I ' ®4 BUILD -OUT WE TRACK 1S Ma ® WASHERED WINGNUT "-- 0s4 M;;;..�I" •M, »a,c t66.> =76A6. rAX: (a.)ew on 20-175
<br />fA-O/OA16 °I'F CR. " 1-
<br />TRACK ANGLE (IAYAC 3 ALLOY) P.E xAL/eaNTRE/oA1 Ram A U N PL ,tl IT R R 2 4r 14
<br />INSTALLATION
<br />)yT0 POURED
<br />DETAILS
<br />CONCRETE
<br />FOR REGULAR PANEL
<br />OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />in
<br />CONCRETE ANCHORS
<br />_
<br />-TSEE
<br />ANCHORS LOCATION
<br />SCHEDULE ON
<br />EXISTING -
<br />POURED g-.
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />EXISTING POURED CONCRETE._
<br />BLOCK
<br />SHEETS 9 THRW/GI 10)
<br />ORCONCRETE aLOCK�
<br />REOlREO. "
<br />IOR EIRF�D.
<br />I
<br />TE LEG
<br />I
<br />EXISTING
<br />--ED.
<br />ATE
<br />L
<br />CONCRETE AN:MORS
<br />(SEE SCHEDULE ON
<br />RERED
<br />SHEETS 9 T9NXICH 1 -O
<br />//.
<br />.I // J
<br />_ .'
<br />- -RIM 1/Y
<br />.
<br />} 1 4•
<br />/
<br />� eMDL11 10, 7aISW
<br />,f ,C MLc
<br />OR E /4•
<br />W! tRn 1
<br />MAX._ ) CONCRETE A 'M.N �.
<br />' 0 1221/2
<br />` MAx. -._ -
<br />T.._ _ __ .I
<br />1
<br />1 (METE.
<br />'
<br />t/Y ______. _-.
<br />__- / i
<br />T 1
<br />1 (�)
<br />I 8
<br />G
<br />I SHEETS 9 1NgOLXA•H 10) (
<br />I ;
<br />-' 1 /AIM-76t•
<br />i - HW.M eou2
<br />E.p /
<br />/ i
<br />I 1 N.
<br />1
<br />EXOggRfRHNOG����1�
<br />R
<br />[D .
<br />/
<br />a,/.. OO
<br />�X-1
<br />LE
<br />j//�/I%�I a I PANEL LENGTH
<br />'' '/'/ •,� 1 (SEE SCHEDULE
<br />t�
<br />1 i
<br />-- - I
<br />MIn i ON 3
<br />I 1
<br />11 /
<br />I
<br />FOR SSIHEET
<br />PACER (ID
<br />1 SEPARATION I O a SCHEOLAE7
<br />{
<br />I
<br />�•I TO GLASS.
<br />I (SEE SCHEDULE I ,/.4-2ovt• ON 151EET5
<br />1..
<br />1
<br />Ba raL 1,W6
<br />I IeMll O,Q r-e') T ua..
<br />n. ib p.A55. 1/••P-fmt•
<br />-I (SEE scFIEo1JLE oN I Rr MITa1S e
<br />I O" SHEET » I As NINai6 W SP,CEI,
<br />1 ■L/P/�yj/A
<br />t - •'
<br />°
<br />1 I PAIR LENGTH
<br />1 (E ON SHEET SCHEDULE
<br />)
<br />1 --SHEET N -_.- I•. (MIN"AWa
<br />--- - , I LOAN oel r•�
<br />IX1�MI9-I 1
<br />'L" MI i %" .: -j:-_: 11Not FOR Mfi
<br />(PANELSEE SCHEDULEL� I , I IHlmt ore+ r�
<br />_.
<br />ON SHEET 3) =al I I
<br />SEPARATION
<br />° TO GLASS. _
<br />1
<br />1 ..�
<br />O1A55
<br />_h 11--- 7
<br />I I
<br />I-._ -,
<br />i(SEE SCHEDULE
<br />ON SHEER 3)
<br />i O
<br />1 i
<br />°
<br />I OF
<br />t IRA%.
<br />-
<br />/�
<br />I -01
<br />I
<br />1
<br />//;
<br />i SOX
<br />°
<br />.1 -
<br />ED // �
<br />1
<br />I
<br />ED ��? SPACER t OF .L.
<br />1
<br />I O 12 1/Y O.C. :.,
<br />....._ _
<br />-
<br />�0 LF/NCTH I
<br />VAX
<br />1
<br />i
<br />I
<br />_____
<br />�\�
<br />EXISTING POUREa_N�j1���'
<br />CONCRETE \� "� . -.,
<br />CONCRETE ANCHORS _
<br />\� \\ (SEE SCHEDULE ON -/ f
<br />... \ \ \� EDGE OF WALL OR SIRE SNFFiS 9 TiROUGM 10) j %
<br />^ EF t/P 9L
<br />' H1 �1
<br />�.Y
<br />CONCRETE ANCHORS / %
<br />(SEE SCHEDULE ON % //�� _._ - _- -.J
<br />SHEER 9 THROUGH 10) . _ . 1 q 12 1/8• LONG MAX. ALUMINUM
<br />�J SPACERS O 6 1 1' O.C. VALID FOR
<br />REQUIRED
<br />CONDIION)
<br />�/
<br />EXISTING POURED CONCRETE
<br />a
<br />ALL DESIGN AND PANEL
<br />CONCRETE ANCHORS
<br />3/'r
<br />\
<br />/%
<br />/
<br />I
<br />CONCRETE BLOCK
<br />EXISTING POURED CONCRETE LENGTHS PER SHEET 3.
<br />OR CONCRETE BLOCK
<br />(SEE SIyenule ON
<br />%.,�//'
<br />REOURED.
<br />REINED. _ 1• MAX. LONG &L%W,)M SPACERS O
<br />SHEETS I THROUGH iG)
<br />--_ E.D ---
<br />12 1/2. O.C. (SEE TABLE 11 ON
<br />SHELLS 9 a 10.)
<br />r.��
<br />Mil
<br />W,
<br />SCALE 3/e-1-
<br />�/.5
<br />MOUNTING
<br />5LOWA-A
<br />SCALE 3/8-l'
<br />WALL MOUNTING /DIR W/SPACERSng OR
<br />OEM
<br />SCALE 3/8-1-
<br />'Yowl�VG"El".
<br />T�
<br />l
<br />*11
<br />q.AN
<br />FLORIDA BUILDING MADE Non High Velocity Hurrkam Zone
<br />= 0. 44167
<br />mmI alms, ae 24 GAGE GALVANIZED STEEL STORY PANEL F.P.
<br />_ NOTE FEAR COMBINATION OF SECTIONS
<br />E.D. EDGE OWA CE
<br />SCHEDULE ON TOP t BOTTOM MIOUNTINGS CAN BE
<br />= - WARN IN:
<br />_*; * :*x
<br />s z- O/SOL
<br />' b'• STATE O(_- >��.�GLOBAL PROTECTION PRODUCTS,LTC. WIE(SEE
<br />.em S,w St 6nw
<br />1&.-I�ORID��rw�
<br />SHEETS 9 R
<br />10) COMBINED IN ANY WAY TO SUIT ANY
<br />A�T,I �XC -EJ
<br />`'IVNN'NAAE
<br />`'Wi
<br />- FA. a. -NAA RMa,Ns•a n - DAME. FL M9A20-175INSTALLAnON.
<br />ti: PAX RNot
<br />-tM-Ion Oa R1-An PHOC (Ss.pe-7Se5. rNL lSN)•e-e797 20-1DURIN5
<br />NEF1M51MT /GTE
<br />WYTift A. PE. m rr-,e ,a SNOT S O to
<br />INSTALLATION DETAILS FOR SERIES 2000 DIE 1000 E-Z HANG STORM PANEL Gi
<br />INTO EXISTING WOOD STRUCTURES
<br />'• LAG SCREWS • e• O.0 W/
<br />•/7• r THREADED PENETRATION ( W. 2-v4• WOOD
<br />1/4Y LAC SCREWS • 6' CC W/ E2TW4 WOOD HEADER. '�(,/ - I; REQUIRED
<br />.. , t/2' Y THREADED PEM`AATCN II H& OR EQ EDGE
<br />ro EX35-4 WOOD EAOO
<br />I a' Gen /1•v,• S.Y.S. / I:
<br />• EA ENO OFQ . 'I
<br />41' .Y.S1.Caw s 4 /I.
<br />,
<br />• FA No O<
<br />1 _
<br />1 ® 5 QQ r t '1?
<br />3 1 N( � �I 1' Ac SCREWS a 6' Oc W/
<br />(SEE DETAIL 1/24 • S' T"--
<br />(-1 / 7/6.4J/J2• TOEXISTINGWOOD MEMO
<br />MOH[ IA_OELOW)- O,[VFRY� wvwm
<br />RrP.)J/16' ,N„m. POP RNR j CPnt.lthl• SYS.
<br />WING MUT
<br />5 i�AIW0f/' �(TOMM10nH OF EWEr • EA EID OF 0
<br />WOOD S7
<br />REDL•E' ➢�R 1 I .TIC � OETAR� a
<br />2 IllurATIW ./ / - �/�--
<br />•15
<br />•'•-20J a•k7 95EPARATION ,/•'•-ZOal(•' ro CLASS 1%e-"J/3z' i a3/J:
<br />ro GLASS Ks. W/7/6 w/JT WIND MUt • ``gg tY DC I 6
<br />EVLAY OVERLAP 15J, I CYWY OVERLAP � I ie
<br />1//6,Y-X/hJ/,'
<br />_ _ _ _ (t ( 'y 2 66E NWITION /11,
<br />N/NG WJf e/
<br />`- 0 TO GLASS.EVERY OVERLAP Iy
<br />(Z a7 9
<br />F.
<br />� - I j -
<br />� !!iN .1 r 3 '
<br />c -) , O ti I 1/1•I-20vJ/A' MS. ¢¢ N iI
<br />3 ^ _ . ./ C. I W/ 7/6'A13/32• ,6 eC 3
<br />O WAD IRA 1 if I r
<br />1 •12' OG i
<br />I----) i1 ._._ i-.. _ -
<br />�. _ 7/a• a MNc _ - _.,
<br />I, 1 4 A-2oFJ/,• ..� '. t/e• Mn. TNaEAO[D �'. ---L-
<br />_ (SCE NOTE 1A 6E1,711) PEI4TMI101,• 12 I/Y I. c. ...) W �-
<br />1/Iti LAC 5(ALWS • 6' O.C. 1/ - 2 Eve'
<br />tI 1 1 Y Mi.,THREADED PENETRA>1fIN • WOOD kTE REOUft''D g4„•••- 32 -- M.S. W!
<br />M iH OF FIAT AT STIES 2000 OR MT OR ON EDGE W-'1 1//1.1yy22''//Wpp-}} A'NUT
<br />S2) 14-10 PANEUTATE PUTS W/ _ W TUYBS�[1� .011 A BELOW)
<br />7 Uhl PENETRATION • 17 •
<br />SER� 1000
<br />�Lipp
<br />��y�6jEE (�y�EYR►EyE/Y� Mb (x) x'.r i/i R'ii nN1EADEOSCREWS e of OMEinAiU+l
<br />OFLAT PUTS REOLRED ALTERNATIVE 2"W t,-;--;
<br />/2
<br />FLAT OR ON EDGE ... 2'..' W000
<br />SCALE 1/4'.,' PLAT: REQUIRED
<br />FUi
<br />ALTERNATIVE iIV- r
<br />SCALE 1/4'.1'
<br />fj,OOR TO CEINSTA�
<br />L9IE:,
<br />I. .WALUTIONS ARE OfLY VALID FAR BUILDINGS w1IN AS D. DESGN LOADS On..
<br />ENMINApk�.1 TE 3A if
<br />UP TO •611.0. -75.3 PAT AMC PANEL'S UENCTH UP TO V-10• „a, AIIL1 1&
<br />1 FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOtrrKRN S�_ d��P !,.•t!lz SCALE 1/4'-1•
<br />PINE NR. 2. W/ SPECIFIC DENSITY OF 0.55 OR ETA.. ,,�y�P�;.•VCEN ✓,9 s`(
<br />No. 4 = M01O n Qq W C
<br />SEE SPECIf1G AID REOIIWN]KMS FOR O 9TOP BUM 1 TOP AS
<br />SEE
<br />A6 PAK1L101(gU COpELT1Du ro FOR OR AT BASED s DeR z* ' *=_TOTE OL 20116 SERRS PIJTALU,ION TYP1 ON 2- --
<br />�C
<br />- 9•. _
<br />S1AT OF; " I -
<br />NmE mR rD1�MIINAtIerl of n,n,He. ALTERNATIVE TOP MEADER WOOD FRAw "- . F1( 0*''\ f_ % IL E C O ENe.
<br />to A eorroM woLRA1IDs Gw x cMol N ANY / ''a,F /ON LE . �D.4Z-IJ rWA � A E>+-oNMo
<br />rS lyV� f 2R R aRma N :
<br />WAY TO SAT AIM MSTALUAWN SCAL 1/4 . i' N FN REIN AN.'"" "- "G-0006716 m-,u
<br />NOTE SHUTTER TRACKS NOT VOW FOR CLARITY -£ K&/.00-uRI/K•n w Tto, A 1eRT NF- Al.
<br />::•A •e f .11 . 1:..•f �. N Q @1L11ff14111.
<br />If 1
<br />/RAM. I, ;:11..).11.• _
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />NMI" k•D
<br />PRESSURE RAYING
<br />N.r. . a -
<br />CP ) ( )
<br />CONCRETE a WOOD
<br />INSTALLATIONS I ♦
<br />N
<br />LA
<br />2a0
<br />f2'-0'
<br />12'-O'
<br />250
<br />rr-0'
<br />Fr'-6'
<br />300
<br />f l'-6'
<br />10•-9'
<br />J10
<br />10' 10•
<br />to' -a'
<br />40.0
<br />ro'-I"
<br />I'-41
<br />0 0
<br />e'-e•
<br />e'-9•
<br />_
<br />sag
<br />D'-r
<br />e1-4•
<br />510
<br />6'-r
<br />6'-0•
<br />eno
<br />6'-J
<br />r-r
<br />--
<br />610
<br />6_-0•
<br />r-4
<br />Tao
<br />r e
<br />-
<br />r-D
<br />710
<br />r-5•
<br />6'-10•
<br />80.0
<br />7'-2'
<br />6•-r
<br />66.0
<br />T-0•
<br />6'-6•
<br />Dag
<br />6'-D-
<br />6'-2'
<br />no
<br />6'-9•
<br />e'-O'
<br />100.0
<br />61-31
<br />5'-If,
<br />105.0
<br />6'-3
<br />. 3'-9•
<br />rt0.o
<br />-
<br />s'-7•
<br />n15
<br />1 ts's
<br />3'-3-
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM AS.D.
<br />DESIGN
<br />PRESSURE RATING
<br />f. ♦--
<br />CONCRETE a WOOD
<br />OMWW7 IONS 1'
<br />L4
<br />I Lr
<br />2a0
<br />w-4'
<br />1 w-0-
<br />250
<br />12'-10'
<br />II'-7'
<br />.rah
<br />1l'-6•
<br />101-r
<br />310
<br />10'-101
<br />6'-6•
<br />4"
<br />D'-e•
<br />0•-2•
<br />45.0
<br />,'-I•
<br />8•-r
<br />SOD
<br />6'-r
<br />e'-2-
<br />- - _
<br />S&O
<br />6'-J
<br />r-D•
<br />80.0
<br />e_0-
<br />7'-s•
<br />- e3.o -
<br />1-6'
<br />?'-2'
<br />MIT
<br />r-3•
<br />81-11•
<br />710
<br />7•-2•
<br />6•-8•
<br />110.0
<br />7•-o'
<br />6'-s-
<br />650
<br />1-0-
<br />6'-J'
<br />90.0
<br />1 6--D•
<br />6'-I'
<br />95.0
<br />r-7'
<br />3'-Io'
<br />IGGO
<br />6•-,.
<br />s'-r
<br />r05.0
<br />6'-3•
<br />5'01
<br />I10.0
<br />-
<br />5'-1'
<br />115.0
<br />-
<br />.'-ro'
<br />load
<br />.:.-
<br />1' 6
<br />MINIMUM SEPARATION TO LASS SCHEDULE
<br />MAXIMUM
<br />PANEL( Loamin)
<br />WIND SPEED 4 170 .P.n
<br />WIND SPEED > 170 -P.N
<br />IRNkSTMNFD
<br />RESTRAINED
<br />�
<br />RESTRAINED
<br />30 OR LESS
<br />1.
<br />I .
<br />6'I
<br />6 1//-
<br />>33 TO 90
<br />1.
<br />1'
<br />7 1/2'
<br />1 7 i/2•
<br />>90 TO 145
<br />I.
<br />1•
<br />7 1/2'
<br />7 1/2'
<br />>145 10 1
<br />1"
<br />1'
<br />-
<br />7 t/2'
<br />UINIMitU PANFI. IFMCT14 fin) FOR ♦ GIVEN MOUNTING CONDITION
<br />TOP
<br />D6ECT
<br />n'
<br />•U.
<br />1.6'X1.5'
<br />STIR
<br />IF,
<br />ACLE -
<br />SULO-CUT
<br />Y TRACK
<br />MOUNT
<br />HEADER
<br />HEADER
<br />ANGLE
<br />TRACK
<br />W/t0E
<br />•/SDC
<br />-
<br />DIRECT MOUNT
<br />48'
<br />32'
<br />32"
<br />35•
<br />83'
<br />A•
<br />50'
<br />4
<br />t.5'(I.5• SEW ANGLE
<br />35'
<br />32"
<br />32•
<br />32-
<br />42-
<br />38'
<br />35'
<br />3
<br />'r TRACK
<br />55•
<br />32'
<br />32'
<br />42•
<br />67•
<br />so'
<br />BE.
<br />t
<br />W SIDE CLOSURES AMEX ANDUE
<br />50-
<br />32'
<br />32"
<br />38'
<br />W.
<br />56•
<br />IBIS'
<br />1
<br />so'
<br />3Z'
<br />32'
<br />3e'
<br />GO.
<br />SIB•
<br />SIB'
<br />1/4'0 LAC SCREWS • A• O.C. W/
<br />1/2' MIn. THREADED POIETMTIOW
<br />m E%ISTID Rom LEADER.
<br />6 GaA 4�% 2„
<br />U -1c
<br />,. 4 Ca 6 ,.,,-- sM3.
<br />11
<br />) . EA ENO M
<br />(TEE UCfAl i/N
<br />I- I
<br />H S
<br />i
<br />•HEADERREOURE1D , 1
<br />7
<br />2 1/9' MR,
<br />�uTDOR ON ED"
<br />ALTERNATIVE 4A'W
<br />SCALE I/A'-I*
<br />`-MOTE IA BELOW)
<br />,.Y-2oJ/.• wS W/ 7ro••Jnr
<br />"c NUT i 12' O.C.
<br />SCJEW3 a 6. 0 C. W/
<br />THREADED PENETRATION
<br />OF PUT
<br />1/4. 3/4, 4/5, 5/5 R 6/5
<br />1 W/6, 2W/6, 3W/7 & 4W/7
<br />_ __ - -...-_ --Y MAX
<br />J! 1 INN.
<br />0 0
<br />-I- T ,- ---r-I
<br />L 1.1.1.111;,11-1 l I 1" I I MI--'-(111.1 -1 I -I W
<br />r,
<br />t
<br />- - - �'-� 1 +- - - I
<br />-�Vl 4-1,
<br />i
<br />r
<br />UNBOLTED PANELS _ BOLTED PANELS W/ 1 N-20a t'
<br />(SEE SECTIONS AS S.S. Y.S. BOLT W/ I EA OAW4RLAP'.
<br />APPUCABU) -� I I (SEE SECTIONS AS � 1C/BLE)
<br />I � I! I l I I ) I I; l I 11
<br />1� •l� I �i ! WI
<br />I 1
<br />D.M.,3O.®. -- o}- -!- o --o o --f-
<br />©Or ® - 1 MAX _ _ - -- - _ 3' MAX
<br />-� -
<br />1 2/4 1 /4, 3/4, 4/5, 5/5 k 6/5 1 • MI"'
<br />t W/G. 2W/6, 3W/7 Nt 4W/7
<br />______ANCHORS (SEE SCHEDULE ON SHEETS S. 10 tit) ---
<br />EGULAR STORM PANEL C1� ELEVATION R L6er N.T.S. /•- IA— GAP
<br />(ARIL OW RAP _I (WOLF MILL•
<br />1/4 -�
<br />MA `"P SECTION A -A -lJ
<br />HAS.
<br />NOTM.
<br />all) LA: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GRAN POSIIVE MILD. DESIGN LOAD.
<br />L-: MAX ALLOMMU PANEL LENGTH FOR A GIVEN NEGATIVE ASO. DES" LOAD
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LONGnk
<br />GfVETN A POSITIVE A.S.O. DESIGN LOAD. DEMtMW MAIAAA PAWL LENGTH •L.' FROM SCHEDULE.
<br />GIVEN A NEGATIVE A.S.D. OESON LOFT. DETERMINE MAXIMUM PANEL LENGTH l--' FROM SCHEDULL
<br />FINAM L MAXNA ALOWMLE PANEL LENGTH IS EQUAL TO THE MUM CEITIMA fD PRNM LENGTH
<br />KIWE2N 'L.' AND 'L--.
<br />(3) SEE SCHEDULE BELOW FOR W. PANEL LENGTH FOR POROSITY OUAIJFYATION.
<br />'1 INSTALLATIONS INTO WOW ARE I"= TO t 95 P.M. MAX ALSO. DESIGN PRESSURE RA11N9
<br />9, 10 a i1 FW WONT. AS.D. DESIGN LOWS a MAX. PANEL LENGTHS FOR
<br />aAP
<br />SPACER IS 11YD.
<br />�' S ' `� FLORIDA BUILDING CODE Non High Velocity Hu cone Zone
<br />* :
<br />.44167
<br />` om n�' «
<br />24 CARE GALVANIZED STEEL STORM PANEL
<br />cob- W,
<br />.
<br />-
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />°7/"GA1E/,
<br />`�XI•.
<br />RATE OF � * �
<br />IL E C O ENc.
<br />' F ' •
<br />�. /�--Rv
<br />- N., t ► a N1- Ness n N,e
<br />20- t 75
<br />s
<br />.. G" /
<br />Aie
<br />,.- . (Ma M,-,•M . ti ,Tea m-tw
<br />• -- -- •
<br />PNGIE: (IWNMIe-7e.L FA (2x)ne-em
<br />- _ _ - ..
<br />R R•Ae N-
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />- T .. _ --i- Min. -.,,.-_. - - -. ..... -.._ ..-- 1
<br />( 1 O
<br />TO CLASS.-
<br />-.. :''
<br />i _ - _c
<br />/ .,TEE SCHEDULE ON 'I!i , ,ti-1A,• E i v.-•-2a,•
<br />. I SHEET i 1) I I { ... s/ HEM •an 1 ON SHEET 3)�
<br />i
<br />WOOD HEADER I -� W
<br />WOOD ANCHORS _ ,�- GKS 1 : SCHEDULE
<br />REQUIRED 1i
<br />, I___ _ _ .. A.-- ON SHEET I FOR
<br />� ice' SHEET I1) '_, :III N 01 r_-___. - _ --_ j.._._
<br />(SEE SCHEDULE ONcdollom
<br />5�
<br />1/2". 1 __QI ,. I(�lOF "L
<br />_
<br />2..-�) N W000 HEADEB .: 2..� I. iEOF--ILTJ MAX,__I
<br />47::::::
<br />MIn. � I REQUIRED ,IF I - _III I
<br />IC-
<br />^
<br />I {" E01 /'
<br />�/
<br />/ I _.___ _J
<br />I �j11' MAX. LONG ALUMINUM SPACERS O 12 1/2'
<br />-YJ
<br />1 O.C. (SEE TABLE /t ON SHEET 11.)
<br />I I
<br />MIT. SEE NOTE - BELLOW FOR LIMITATIONS FOR
<br />.-q)
<br />SEPARATION T MAX. II
<br />1r
<br />1 1/2' LONG SLEEVES.
<br />TO GLASS. I 1
<br />I
<br />PAINEL LENGTH I PANEL LENGTH I
<br />1 (SEE SCHEDULE 1 (SEE SCHEDULE , I (SEE SCHEDULE
<br />1 ON SHEET 3) I ON $MOLT 3) 1 - •_. 1 ON SHEET 3) _ PANEL MATE FEMALE D OR PANEL MATE
<br />I
<br />1 ,/.y-„• , I I 1 PLUS (SEE SCHEDULE ON SHEET 11)
<br />I- 'A I cLr ROA I Min I - ,- _
<br />I '
<br />_
<br />EXISTING 1 ' I oust FIX,
<br />alert r-e') E%ISTUIG 1 STEOPAPATIO I 2'a4' WOOD --- '
<br />I .... n GLASS ---' SEE SCHEDULE._ 1 PLATE REWIRED
<br />GLASS-`1 1
<br />° i I-(O„ SHEET 3) I 1 DIRECT MOUNT W/ SPACER 6A
<br />I- f- - -__-- I * I ALTERNATIVE 2w'
<br />IO , - - scvE J/e-,
<br />° I SOt 1 I O 12 t/2' O.C. SEE TABLE /1 ON SHEET it FOR MAX. PANEL LENGTHS a
<br />1 MAX. AS.O DESIGN LOADS FOR THIS INSTALLATION.
<br />I I Of Y' EO '_ -
<br />( MAX I
<br />i.' ® 1
<br />�I
<br />ED -
<br />\11
<br />3 4` :'j O 12 1/2" O.C. I _ -- - - --I
<br />fP
<br />1
<br />� UWAR ll 1 :. WOOD ANCHORS NIT * MOLE:
<br />EI _ __1 1 STAGGERED W/ STUD
<br />-
<br />L (SEE SCHEDULE ON sPAm a MAY e< , 1/2' LONG F.
<br />SHEET 11) (1) NSTIMA"M 4 LUM TO A OW SIM fULW= MTN 15'
<br />4 *a= MAX MEAR FROMAM
<br />A MM"W„DNto
<br />PUT' WETDIRED _ 61RIDO Ie40Fxoa OINIO/n�el4 Two
<br />WOOD ANCHORS
<br />11 MN. OPAMTON To GLASS *MCATm 2'KI• WOOD
<br />STAGGERED W/ STUD ON AIELi 3 Ya R RkD11L'ED ro 1/4' b '. ` _ - _ PUT" RETIRED (2) ANCHORS CONS IMMU OM POIBEt M 0W16 MATE FDA" 0 OR
<br />...
<br />". (SHEET I1SEE � ) ON o00.PLONG IW a ROILOMO OODIrSM6 AR - --. - � e A I OM FFIRTE SHALL M p2*01 MIL VACM 1/,TYJ m ON
<br />(,) A® OESION PRESSURENPRESSUREI AQ7 4
<br />M1111L11M
<br />M a .bp . -N at. (3) MAX 24 OCE FAMIL LOOM S LIMITED 70 M' A ANY OPUM
<br />_ - (THIS IS A ItgrMMM FROM LMM AMID. LJOOMM ALIT® ON I D) � EORY PAWL LE11O',N S SCHE AL SHED I,).
<br />WALL MOUNTING Go, STOW PANEL MCrALAOR IS ONLY I (4) 11/2' LONG 9AOOR CMWOFRFR OM SHALL WE A6 ROOM ON
<br />SCALE 3/8-1" s"m a eOTMLMON a i 1/Y LOW; spoon M n ONLYMUD
<br />ALTERNATIVE i W /OD A" etvw WOOD now MVO IN WIND BOO 1, 2 AD 3 O 0063tkED M AM
<br />SCALE 3/6-1- (4) INSTALLATION MMNO ONLY FOR WINO 1-1M6 StAADA D AND M 2= (1N MIXING OF TE FLORA
<br />SNOW COOL
<br />'�. S a 3 AER ASHY I
<br />�`�E . A Tl�
<br />FIB` •,,.:...., l
<br />FLORIDA BUILDING CODE Non NI h Velocity Hu cons Zone
<br />1 INSTALLATION AIL NYV I s
<br />OTE FO COMBINATION OF SECTION E ONLY VALID FOR MAX. A.S.D. - Humo n1EOD •4 rA.
<br />N RN 0. 44 � s NISI
<br />DESIGN PRESSURE RATING (p.s.T) AND PANEL LENGTHS s * -, * ) = 24 GNUii GALVANIZED STEEL STORY PANEL oRa•N W.
<br />*
<br />AS PER SCHEDULES ON SHEET PT FOR - _
<br />TOP BOTTOM MOUNTINGS CAN ES 3 (EXCEPT
<br />0 t 80 0 OU BE ( z
<br />COMBINED 1N ANY WAY TO SUIT ANY ALTERNATE 2W-) -'a' STATE OF+--•- r �� GL.BDAI. PROTECTKON PRODUCTSa 11C. °'/"�0'0
<br />INSTALLATION. ';moo a I L E C O I... 1WC
<br />OBI,. .ON ve. 51 Alm
<br />( �'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD •.1NA��" GP'7� TWLIT IRA. w. r a w. Ramon 0MIL n• �" 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC �-•Iy A�%/1�:� "R�'IrN.'1W41FI,1RVDI,E ,::: 13eO :+-,m,,A.,`� m-rut alarc (ro4Mr-T6•a rA1c (Ie.)er�Fe7
<br />.�4'L�AM��- °R,�"M0 "-
<br />CA Ome1,e
<br />DENSITY OF 0.55 OR EQUAL. �i�p,4pW �"'� M` -` -
<br />WK1E1, A nN N., PL 4A t1-N. A'
<br />MI 7 eMlm a ,► M
<br />GENEB& NOTES
<br />Nun III �Y. L2F6 3ARI1Y ! [-2 IYYR _•;1.� nYfi-n (C) 70 zl•T �n lN1N mFCIF .R.VIfT . . O "5 YN l:
<br />I. STORM PANEL SHOWN ON T95 PROOIN,T EVN.WTION DOCUMENT (RED.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORD.ANCE - t/4'W iAPCON ANCHORS, AS MANUFACTURED 0Y I.t.W. BUILDS%. INC
<br />WITH THE 2020 (7n EDITION) OF THE FLORIDA BURRING CODE. THIS STORM PANEL $HALL NOT R INSTALLED AT HIGH - 114-10 PANELMATE FEMALE D AND PAIELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES.
<br />VELOCITY HURRICANE ZONES (MAR-OADE / BROWARD COUNTIES). - 1/4•0 (AG SCREWS PER N.O.S.
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WAND - 7/16"0 . 5/8" WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT a SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A INRECt10NAUTY FACTOR
<br />KD-O.6S. USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS-D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C. 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2-FOR ELCO PANEUNTE PLUS
<br />1, 9 TMRU 12 t 17 ND Ia. APAPHIMAL FEMALE O.
<br />INORDER TO VERIRT THE ABOVE CONDITION,1A1F DESIGN WIND LOAD' DETERMINED PER /SCE 7-16 SHALL BE FIRST
<br />REDUCED t0 ALSO DESIGN PRESSURE RATING BY MULTIPLYING THEN BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A S.O.) C.2) MINIMUM TFNEADEV PENETRATION OF LAC SCREW. INTO ME WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 A 17. 18, PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REIITRED THREADED PENETRATION,
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MNNIAUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH N05. 2018.
<br />STORY PANEL'S AOEO.VCI FOR IMPACT AID WIHD RESISTANCE r1,A5 BEEN VERIFlW IN ACCORDANCE WIM SECTION 1609.,.2 a C.4) MINIMUM PENETRATION OF W000 BUSHING SHMALL BE 5/e' ,/4' a-2D SCREWS USED SHALL BE t 1/2" LONG MtMMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICJN TEST LAB OF SOUTH FLORIDA REPORTS 1pe14.01-01 AND /021902-09. AS SHOULD STCCO EXIST AHD 1' YINYUM FON WALlS WI1N /O STIGMA.
<br />PER SSTO 12_99 t ASTM E 330-02 STANDARDS, AND AMERICN TESTING LAB SOUTH FLORIDA REPORT /1123.01-I0 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004 OF THE C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANTS. STUCCO OR WOOD BOARDS BE FOUND ON THE COSTING
<br />FLORIDA SUIIONG CODE. WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C.1)• C.2) A CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 1105-H14 ALLOY 8- PANELS MAY ALSO BE INSTALLED HORRONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 80 MINRAJM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® A0 SHALL MOT BE USED.
<br />STEEL DESIGNATION W/FY- 92.2 kw (AFTER ROILED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BEBUK. INGS.
<br />Soole W/ 50 YIELD STRENGTH AND 90 ku TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411,3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECTIONS 1, 2, 4, 5. 6 AND ALTERNATIVES IW. 3W a 4W ON
<br />6. DOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL WITH 38 k3i MINIMUM YIELD STRENGTH SHEETS 4, 5, 6 A 7 RESPECTNELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS: II. THE INSTALLATION CONTRACTOR IS TO SEAL/CALAK ALL SHUTTER COMPONENT EDGES WHCH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDINGTo PREVENT WNI D/RAN TRUSON .
<br />-
<br />XISTING ED.
<br />(A) TO EPOURCONCRETE
<br />Ax§
<br />- TARPON ANCHORS AS MANUFACTURED BY I.T.W. BUILDS%, INC. (Min1'c=3192 p.a.,,) 12. STORM PANEL 04TAUATION SMALL COMPLY WIN SPECS INDICATED DICATED IN THIS DRAWING PLUSANY BUILDING AND ZONING REGULATIONS
<br />- 1/4• • . 7/e' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALI INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO.
<br />- 1/4'W . SOLD -SET ANCHORS. AS DISTRIBUTED BY AL WONT SCREW, BOLT A SPCCW.tt CD. 13- (a) THIS PRODUCT EVALUATION DOCUMENT (P.E D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOGS NOT PROVIDE INFORMATION
<br />(MIn Fc-300 p,4.i.)
<br />FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />OJE
<br />- 17{-10 PANENEIMATE FEMALE D t PANEUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />- 1/4•I ZAMAC NALIN ANCHORS. AS MANUFACTURED BY DEWALT. INC (M) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'. 2- FOR ELCO PANELMArE AND BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSRRLIIY-
<br />I 3/4• FOR ZAIAAC NNLN ANCHORS,
<br />(c) THTS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED
<br />A2) CALK-14 a SOD -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE. ND EMBEDMENT INTO
<br />STUCCO STALL BE PERMITTED. 1/4- s-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS. PROPER USE OF NNE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS. (.) THIS PIED. 511ALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHILL BE AS MENTIONED IN AL I) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT.
<br />(a) TO E%ST NG CONCRETE sEDLN WALL ASTA1 C-90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOGIID ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- • TAPCO14 ANCHORS AS MANUFACTURED BY I. T. W. BIRLOEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709-9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />SHALL BE- 1/4' / . 7/8' CALL( -IN ANCHORS. AS MANUFACTURED BY DEWALT, INC. FLORIDA IIG�ID EVERT OPENING. LASEUNG TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />NG CODE.
<br />- 1/4'e X 3/4' SOLO -SET ANCHORS. AS 0STRIBUTED BY All POINT SCREW, BOLT A SPECA.TY CO.
<br />- 014-10 PAHELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P HIll1/
<br />- ,/4' 6 ZAMAC NA)UN ANCHORS. AS MANUFACTURED BY DENALI. HNC A. TI�A,r
<br />+V \N'�Ea
<br />al) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAWAMATES AND ZAMAC NALNN ANCHOR, INTO THE WOE vCENS --!ji FLORIDA BUILDING CODE Non High Velocity Nu cone tom
<br />BLOCK UNIT SHALL BE 1 1/4-. S
<br />K1n 11.
<br />8.2) CALK-N A SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8• INTO THE CONCRETE BLOCK UHT. NO E�04T'IM044 67 " Moc ,11C0D' 24 GAGE GALVANIZED STEEL STORM PANEL MANN N,
<br />STUCCO SHALL R PERMITTED. 1/4. 6-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD 0 EXIST, * z ,-L - �.,,
<br />AND t' MINIMUM FOR WALLS WITH NO STUCCO. r 1 m/a7/AMR
<br />GLOBAL PROTECTION PRODUCTS, U.C. MR
<br />�'.
<br />i STATE :.M,M.z.�
<br />8.1) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FI FCORI
<br />�F-'�72',/a,.IIa naNM WARE"FL1_rn1 EXISTING WALL, ANCHORS SHALL LONG ENOUGH TO REACH THE FAN STRUCTURE BEHIND SUCH PM�Sf G\�p,(E' X. PW
<br />- FAR W,-.- - (w]ftW-TWIST FAX: 20-175
<br />ANCHORAGE SHALL BE AS MENTIONED N 8.1) AND N B.z). �ra"
<br />NAT �� w. R •W
<br />1j/F�NA�
<br />IE. 9Ua/WOFNTIAR/M1A YL� A 1Ry; 'F.
<br />TILLUT Am t a 1e
<br />INSTALLATION DETAILS FOR REGULAR PANEL C1
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />QTSTING POl1REp CONCRETE . _. _ ElOSTING POURED CONCRETE
<br />-ILO OOtCRETE OR CeNCREIE 9.00K
<br />BLOCK
<br />UIRED. REOUIrtED.
<br />ANILHIJII CONCRETE ANCHORS
<br />(SCONCRETE
<br />SCHEDULE ON -', DOSING POURED
<br />ETS EOJGN 10)-O $NN tT5 9 THROUG 10) / OC CONCRETE
<br />OC(_
<br />i"ll
<br />ONCRETE O ,/.'-20.,•3
<br />./
<br />I 1/2' Ii1/4'
<br />1�a"-_-_
<br />•s1CL4(SEE
<br />_2
<br />..
<br />__ _ _-1 __ -___.I CONCRETE ANCHORS _�cM
<br />SCHEDULE ON_ _ ED �'
<br />E.D. I I SHEETS 9 nvicou 9H 10l ,
<br />I .
<br />11
<br />Y I I
<br />j�/j//�'' / j /// / E / I
<br />I 1
<br />.0
<br />O - 0)
<br />I i S I �// I
<br />6-A sin • 1 -. .RAM,,, _-t- e0._T-s W % ED III SEPARATION<e. EM .p R SEPARAl10N ' l G �•1- I ITO GtJA55.(� Hot Rvu_p TO GlJASS. - IOBE WR RM . //..LOON OeIr-h -1
<br />uwm Dose ram') �7, `I
<br />( -. 11'v+- II -K'I
<br />1 j/
<br />E%ISnNC I(SEE SCHEDULE 'L" Mm. X (SEE SCHEDULEI��1GLASS,
<br />ON SHEET 3) ' PANEL LENGTH 6 ON SHEET 3) i I ,,
<br />(SEE SCHEDULE B( -L•M, Min. SEPARATION I Z• Ma..1
<br />ON SHEET 3) 1 I PANEL LENGTH TO CLASS. 1 `DEL LENGTHCONCRETE
<br />(SEE SCHEDULE I
<br />ANCHORS 1 f _ A +Z,. 1 (SEE SCEDULE
<br />(SEE SCHEDULE ON I I I 1 ON SHEET 3) 1 ON SHEET » _ ON SHEET 3)
<br />V` .�
<br />SHEETS 9 THROUGH f0,. 1 .O B I I
<br />SO5
<br />{/��)
<br />I OF 1" GODLASmS� p I - `/ I I
<br />I
<br />,% G�IASS'Ir
<br />/� %/- 1 I SOt 1
<br />ED. ® 1 _ 4•-2a1W I OF 1• , 1 O
<br />L
<br />E D I - '�/ I E.D./../ I
<br />__ I E D
<br />M�
<br />j EXSNG POURED /% 1 O 12 1/2. Or- ( ' --f APPLICABLE)
<br />AS
<br />' - I - , 4•,,• IDI •.WEN HEM COAL OdE �" I CONCRETE AlIG10R5 j 1
<br />,- l�e eI '. &&1 sad 011 REHIRED. i 1 -. .- -_ --
<br />L .c.-� -_ ,/A•-ii1• S.S. MM y nrt // L (SEE SC ON j/, J _)
<br />-'EO- �[ ..- --. -. . -... - -1
<br />I • 12 ,/2. 0.1.
<br />% ;
<br />y I win !' ®ONLY WFIEN SOLID
<br />�/ I _ ALTERNATE t MIn,
<br />•, LEG LOCATION /, SET S CAx-IN ANCHORS EXISTING POURED CONCRETE
<br />-- ARE (USED a w/ •A,el WHEN -''---Nil CONCRETE ROC(
<br />PANELANTES ANC
<br />ALTERNATE CONCRETE_. p0$fNC POLLED CONCRETE CONCRETE ANCHORS ARE USED. REQUIRED.
<br />. -
<br />ANCHORS _
<br />QR C)♦NCREf[( P BLOCK REQUIRED. STAOGFRED w/ STUb
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />SHEETS 9 THROUGH 10)
<br />�iQi(WALL CT MOUNT
<br />.
<br />SCALE 3/5-1' 3/8�-a,' SCALE 3/8-,'
<br />�JNSCALE
<br />Q..
<br />'
<br />................
<br />.. LENS FLORIDA BUILDING CODE Non High Velocity Nurrlcons Zone
<br />If 0. 44167 � m 11nm e4. 24 GAGE GALVARIM STEEL STORY PANEL aft- 'N:
<br />E.O.. EDGE DISTANCE ����pONE III;* . * • * s
<br />it STATE OF` ��-ct--- IL E C O 1Nc. 61D8111 PROTECTION PRODUCTS. tLC. � I .
<br />I%
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE - - - -- •em SW. e1 MOEI
<br />SHEETS 9 t 10) COMBINED IN ANY WAY TO SUIT ANY "�%ip�' �fORIDT' PR F«.aRt. as Wrr wleaAA,r 011E FL 'mot' 20-(75
<br />'• F .: /i .. 'G.7 •ne , fr,n I► : o"o m-w, naRc (w,)r.e-76a rA,l L561)rs-s»T
<br />INSTALLATION. G\ m`-w• .
<br />p 0ow'. oR..XI NP 'a,, / ��
<br />,Jr.,
<br />FFFIHIN H MW1pD IE Y tl-w low . 01 1E
<br />A, IN
<br />INSTALLATION DETAILS
<br />FOR REGULAR PANEL
<br />6) INTO WOOD
<br />TE LEG
<br />4'.8• (Min) EXISTING WOOD . �'
<br />-
<br />_. A�
<br />-
<br />BEAM REQUIRED. CTURAL
<br />ADEQUACY Of EXISTING WOOD
<br />BEAM TO BE CERTIFIED BY , _ I EO
<br />REGISTERED ENGINEER OR
<br />�� _N��
<br />ARCHITECT PRIOR TO SHUTTER .'
<br />-- t `L7'
<br />---
<br />INSTALLATION1. . ;_ _WOOD ANCHORS
<br />H
<br />(sEE sc EDUN.E ON
<br />ALTERNATE WOOD ANCHORS ----
<br />( SEE SCHEDULE ON
<br />-
<br />I -, 1 Min. --
<br />i
<br />SHEET 11)
<br />SHEET 1 i)
<br />l - (, -Eo Eo-.
<br />1
<br />euaDDI TD1 SOT6.W a
<br />- ,/.•-2a,• ss. " W/ MI
<br />• 12 , 0.t.
<br />i 1/4.
<br />/2
<br />'I,
<br />,,
<br />I -! MAX.
<br />WOW HEADER
<br />- ) ,/2'
<br />--- -._ -
<br />-11 - -(- _ 1
<br />GLASS-1 O :,
<br />REWIRED '
<br />__ 1 __
<br />_ 1/•Y-sa1• 1
<br />W • i i/4eaG
<br />I
<br />WOOD AIDHORS
<br />2. I
<br />i 1
<br />I ,
<br />I MIn- I
<br />TO
<br />(SEE SCHEDULE ON
<br />SHEET t 1) !
<br />Yin.
<br />I
<br />GI/55.(SEF I
<br />SCHEDULE ,/4'P-2m�,'��
<br />)
<br />1
<br />1 ON SHEET » . ! 6l-aHDe/A'•
<br />1
<br />I
<br />min. SEPARATION TO CLASS. i
<br />I - t I 6R Aar
<br />1 ItImN Ito r�
<br />1' MAX.
<br />... __.. _ - PANE' LENGTH
<br />r
<br />I
<br />I
<br />(SEE SO4MW ON SHEET
<br />� t
<br />- - 1- i
<br />,/sa2o,t• 1' MAX.
<br />R q ,I�� PANEL LENGTH
<br />(MIL FIX AMID, (SEE SCHEDULE
<br />7� ON SHEET »
<br />) (SEE SCHEDULE E%ISTNyC R°
<br />I
<br />1
<br />IB0I1 oa
<br />I- _ -. ON SHEET »
<br />T - vl- - I
<br />G1A55
<br />I
<br />I -
<br />i ]
<br />_. -
<br />, I ® OFT
<br />MA%.
<br />1
<br />•
<br />IMI
<br />I
<br />° (i) 1
<br />LJ
<br />I
<br />J
<br />O 12 t/2' O.C.
<br />1
<br />.I_____1-
<br />_
<br />AL FlNISHI �'�!
<br />1
<br />i
<br />I
<br />EO ', 1
<br />- . J� 1/s'�•,-L�` Muo sanALL
<br />-W a t/4• ac
<br />I _ ... - . .. - __ .I
<br />A �
<br />:-"
<br />r>,_ .
<br />I�
<br />_- .. ----I'-
<br />- -
<br />_ _ - 2T(8' WOOD
<br />DECK REQUIRED
<br />2•.4' WOOD PLA _
<br />_ -
<br />ANCHORS S
<br />R�I�
<br />1-DOD ANCHORS
<br />rFIOoo - -
<br />(SEE SCHEDULE ON
<br />(SEE SCHEDULE ON
<br />SHEET
<br />- , SHEET i1 - _._ -_ '--._ - �7 -
<br />11)
<br />-- -2• Min.- - -
<br />.J. -- - ...
<br />. 1' _
<br />CEILING AND FLOOR MOUNTING
<br />ALTERNATIVE 3W
<br />SCALE 3/8-1-
<br />BUILD -OUT MOUNTING
<br />ALTERNATIVE 4W
<br />nFHmHAFA SCALE 3/8-1-
<br />A.
<br />-P
<br />*..-,VCENt
<br />'�EF'9
<br />�'
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />No. 44167 - -
<br />=*' :
<br />FLORIDA BUILDING CODE Nan NI h Velocity Hurricane Zone)
<br />1. IN ARE ONLY VALID FOR MAX. A-S.D. srA.tA,TIDN AL
<br />- : *
<br />12Om n •NC
<br />tEm,
<br />F.P.
<br />TOP DIE BOTTOM MOUNTINGS CAN BE ( DESIGN PRESSURE RATING (p.•.) AND PANEL LENGTHS
<br />TO SUIT ANY
<br />_£
<br />•q STATE OF
<br />%
<br />24
<br />GAGE GALVANIZED STEEL STORY PANEL
<br />GWM W.
<br />COMBINED IN ANY WAY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />9'• 2'
<br />i �•F`' A10 ' ' c _-
<br />i F ' ..
<br />'k,1 - - -�`
<br />- I L E C O INc. GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />z"
<br />n/E�
<br />DENSITY OF 0.55 OR EOIML.
<br />/
<br />ORAL E
<br />n t OOV
<br />4em S.W. S b71eFT
<br />'FFFN,M,,,HNAM
<br />'
<br />W. - a +A- AAOAAa n Al-
<br />R I• OAAC FAX
<br />noc (M•)Iee-7s.t FAX hsa7r-sTn
<br />20-175
<br />aR4ru -
<br />PE. SM/RONrY1[/GtE
<br />oA-o9onle MP.
<br />R A nlR A., Pt
<br />-
<br />R101 1 O 11
<br />i
<br />C/)
<br />I-
<br />ca
<br />L-
<br />a)
<br />U
<br />-0
<br />C
<br />.0)
<br />CIO
<br />U
<br />-0
<br />(1)�
<br />a-
<br />N
<br />C
<br />a)-0
<br />�
<br />Co
<br />0-0-0
<br />(u
<br />Fn
<br />C
<br />O
<br />-0_
<br />L
<br />(1)
<br />O
<br />u
<br />.�
<br />^
<br />O
<br />�
<br />CIO
<br />CL
<br />^
<br />--
<br />\V
<br />.�
<br />�
<br />V/
<br />Q
<br />4
<br />z
<br />z
<br />w
<br />J
<br />e �• / CD
<br />O
<br />( ..a ':!=
<br />a) 'c
<br />�. W
<br />O = 1=
<br />= I- =U M
<br />C:)C 0 m Y.0
<br />N
<br />(0 C
<br />'N
<br />.=0� C-4 o ro
<br />6 - C", Y.
<br />a? a1
<br />a0) i1 :!5C
<br />. I" E c
<br />N O 75 Q
<br />CG jj M
<br />L
<br />is w t27 p
<br />. Z., d
<br />w GD
<br />,� =,
<br />,e>
<br />7 Q
<br />C: E
<br />to O
<br />d L3
<br />-
<br />0
<br />-6-i
<br />/=
<br />V)
<br />M
<br />O
<br />L,•
<br />0L
<br />U
<br />O
<br />L"
<br />0-
<br />V /
<br />MM
<br />■' ■ '
<br />W
<br />Q
<br />Z
<br />z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.3
<br />
|