|
r---------- --ANCHORS (SEE SECIOw ON SHEETS 17, Is. 1s aMAX
<br />� 1, MN 9M/19w7AW'/t9 a MArnO 77. 504.'�9W/�,�t'WW/90
<br />-mil i
<br />O O O
<br />I I I'I I I I I r t
<br />P4•L•A• dd» ry+a I tyrny� Rwa I'mµ' s�w "� � � ° +�
<br />L
<br />� I
<br />Ln 1.` 4 9» I I L 1
<br />I....- - -._ '
<br />1 1
<br />j It
<br />I � I
<br />LOIOW-` p/1-+
<br />MAX_ tA/f7. NIA/I7. /THIS. '- WKmfT,tMTtHgI HwN. %/`q�/17.'007. RW6. 3- wx,
<br />.i. Am.9AW/t1, ? W/» IS Ww/29 EXIM11 w/ta MAO a ww/29 r MLi
<br />--- -.-ANCHORS (SEE SECTIONS ON SHEETS 17. 16. 19 a 20). ---
<br />SCALE 3/Tr-t• tp• rug w
<br />wAE,_ow
<br />"
<br />SECTION A -A
<br />SMILE 3/1r.t• __-
<br />•: i•.1 . _. .L111. 1
<br />MAXIMUM A.S.D.
<br />Maw. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.s.T.)
<br />L (R.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+550, -72.0
<br />6'-6'
<br />2 3/4'
<br />UNMXTED
<br />I•r
<br />H
<br />. f _ 1 • , DNS . i• : •.JI • , • : i h 7 • L.. " .. fl,f
<br />I
<br />j14
<br />ANT '.
<br />l•RS W..
<br />'
<br />�1M IN. W MILAN
<br />CASE D
<br />a
<br />PALE,DtH Mm fW
<br />) (SEE NONE 1 mOli
<br />i• a-
<br />PANEL LUMP
<br />_
<br />( SEE am 1 11FIDM
<br />7wIhD41MIS.
<br />GI
<br />_\
<br />_._. - _L. �
<br />T.
<br />-� cart.
<br />I rI �:
<br />•-'-� CENT.
<br />�j
<br />or WAD NO
<br />h
<br />j I
<br />NR w:NABI (R101D)
<br />_
<br />1WRWK • 12 1/2 as
<br />1 4•0 TAPCON 9 r O.G
<br />I I
<br />- I. R I
<br />11 1"/ TAP'OON a Ir Ot.
<br />_- TlA9001m W/ EAIO)
<br />(lrtA09DE0
<br />TIRiA)OED
<br />PpEfMTIN A7 HADI mn,Y
<br />I
<br />11 I N !)
<br />W t T 1/M. *RESEED
<br />T1oN A MNWOIN
<br />OF PULE
<br />f
<br />OF PIAE
<br />WAS I
<br />110:000 PUx
<br />`------_-Q
<br />N000 PLATE
<br />MA
<br />FOMi 3/E-.1•
<br />ffif%% to
<br />SCALE 3A'-,'
<br />EOiEI
<br />�`vCEN`.0
<br />1. NOWAAAICNE AM OmY YMWO FDA suALDN6s WITH A.S.O.
<br />DOM LOADS
<br />LN To .SEA -no PR Ale PANEL'S LENGTH 1R To r-r
<br />2 FOR NWW am PANE WNFnkoc
<br />VM wow MEMOM 10
<br />K SDUOION
<br />PK Hp. 2. W/ SPECK wow of 0.36 OR EaUAL
<br />s*:
<br />SO4E 3/r-1
<br />ONar O.C.
<br />NM AT W"D�
<br />Y�CUT
<br />i
<br />ElIWM .w NF'I•"a
<br />V Ma am A ain
<br />a
<br />PANEL umm wow
<br />(st'E H.mE , E109T
<br />t.
<br />RVEL LENGTH
<br />�
<br />(SEE NOTE 1 MDJM
<br />! tp-•-2s1r __
<br />�
<br />i
<br />U.S.. W
<br />I
<br />M,MD NiN3�
<br />_
<br />)
<br />O.C. W 1 IPOWWWWN
<br />l
<br />IHaN _
<br />T
<br />mvkiwN OF PLATE
<br />*
<br />MN,/aaN11w/Of[
<br />elm am s, Nc,
<br />'L �COINa.QDM
<br />20 DACE OLVANIZEDy�STEEL SMTT
<br />DIAML16c
<br />MR/•Y}�PAIIIEL/•
<br />AMCTN>t1 PRODUCTS. I=
<br />4Dm aM S, TORT
<br />tax A. 33114
<br />RAN[: ON)M•-nft Am, HM4)=FPP
<br />•N/71/••••
<br />aw R A Al w aw
<br />,�'fA F-1M:ti:AA01-:0,
<br />Hw-BOOf/L•
<br />HwwNM w 7FNR �_ Pl
<br />20-176
<br />O ft
<br />r�I�
<br />No
<br />am M O N
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1-)
<br />(NOEL WDTN)---' -2�• "�'j '. 4`•
<br />- ------ ----12'JOO' (EFTEc7WE WIOTM--- - --- I i ) J ---) �-2.250"�
<br />y ) �'• t 500' aw j
<br />24e TOIL
<br />OSTEii EDGE
<br />T )� r 3.600- (a115
<br />2.0 W , , Mw TAP. `, w9M m _4SSmrat WIAL NV ' ' _) '
<br />1_1 b
<br />-4131 -
<br />®�h� Ogrmmm "u* MK
<br />NRV&l Do UP
<br />W/ NOoED moE.
<br />wa A0.06•
<br />.Its' 125•
<br />�' • • T � R3.750' f.
<br />p
<br />ISOMETRIC VIEW DETAIL 2.000'
<br />ROUNDED CORNER W CNCS OF PANEL'S 125'�
<br />END UP W/ NODDED EDGE-
<br />(N.T.S)
<br />2AW'-Tyr
<br />J (•)
<br />e'4 I/ © YTEs lYau.1"!!LUM.�
<br />i 4
<br />�r 125' BDI1-T6 Sum. ALLOY
<br />I 1-
<br />A.
<br />I_ * Mo.44167 FUWADA WILDING CODE Velcoffy Hu no rme
<br />-I .75r-- OF Patio nTNa .� 20 UK OA.VANIiED STEEL STOW( PANEL ORIOFA
<br />N AC
<br />O7 3W313'(Mom.) ALUM, AMI O8 °8A IVAL l LE C 0 . L M74EWCCTS"A l PRODUCTS. LLC.
<br />I,' (AND .. , :t•�A Roc (M)ND-ft4k .)AN-aIT 20-176
<br />6 *3-'M Sum. ALLOY •" � -- ^K'•' r wNFM Ns
<br />Pt aDN/saw1M.ANTe w a.- PJC "= n o N
<br />OZpm . . ANCHORSO
<br />INSTALLATION
<br />DETAILS FOR OPTION
<br />2 FOR UFE SAMY STORM
<br />PANEL
<br />SYSTEM
<br />1 4 TIPGYW ANC-Oft•raa
<br />INTO EXISTING POURED CONCR
<br />rac
<br />E OR CONCRETE BLOCK
<br />STRUCTURES
<br />L4• TAPCON MOM
<br />POIl11ED �NCIE7t,
<br />s�NO�'aau.o
<br />ORUKD CONCIRIE. �.
<br />FOO
<br />91ocx°�ul.o !
<br />N'OIAEC E
<br />1_
<br />I
<br />MOVED MIX
<br />aro.a
<br />7t
<br />�f
<br />• _
<br />I E
<br />1
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<br />Wna1 �11A11NN'•
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<br />4iwa MIT 94EN
<br />! 1/1 �- /32�aw Mc NUT /ww'A4SIT
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<br />_
<br />� f J ♦ it t
<br />R
<br />�wE/rt11 a 12
<br />,/2. D.C.
<br />iii555nnnttt wam (w"M
<br />I
<br />. ,^..-$
<br />!j4 TAPCON NICFIORS
<br />4
<br />�tja TRPCON AMCYIORS
<br />i/♦ TAPCON ANCNOIK
<br />1/r O.C.
<br />1 a' T1PCgM
<br />1/2' aC
<br />(ETA9GaRED .4 ENO)
<br />CMONMD w/ 8ND)
<br />I a 4 1/r OL:
<br />, CONCIEtEwcM
<br />OENTEC
<br />-_-.- REpDtUORED BITCH
<br />ALOURFDcaKCNETE LOCK
<br />IEOIUREoCkOEWrtMIt=
<br />SO" W-1'
<br />SCALE 3/r-,-
<br />SCALE 3/r-i'
<br />SCALE 311r.r
<br />SPA SKIN toa tlo RAN M4JMN t
<br />AWHQR ME
<br />uSPACINGLN11Wl6
<br />SPACING N Rft AWLwAB 900E
<br />00
<br />It A1IIHMII IIDHID IU
<br />►
<br />Fag. NULPMAMCF10
<br />WKO AMOMN T IMt6 MID .WMIsI
<br />SCOT ENHANCE ON 1}N
<br />•HHM4DMo AL�•1. A)
<br />S
<br />EA LIMIT D
<br />smsom PoI E.D. MS W4DI 4WIGTRD ON
<br />3OfOU1[ 11NIct
<br />NGI G SHOW 00 SO N
<br />D►AONG MN
<br />fTic
<br />Mrl O,rW w W
<br />3
<br />ADRN. Y I1rE
<br />,FaNOB
<br />FM nm
<br />Fr M N01101I s FACI0IW. HOAR INS
<br />o INS
<br />ro 9E Me" F.
<br />, 1n'
<br />A•
<br />wmxopowo
<br />TOR OV
<br />ME LESS 0O MNMD MINIM FACTOR 91YML NOT
<br />ME LESS MOM MM4M OR IN f1OCJDOD
<br />Wlt FAIN MIGOB TYRE ON tHm 9cHlmu[
<br />3 - _
<br />r
<br />lea
<br />JINGTH
<br />NEW 0
<br />SCALE 3/a--1-
<br />tl�s
<br />1. INSTALLATIONS ARE ONLY VALE FOR BUILDINGS MIN AEA. DEMO LOADS
<br />UP TO +55.5. -72.0 FSF Aft PANEL'S LENGTH LP TO r-r.
<br />2. FOR HEW WOW FRANC CONSTRUCTION: WOW ILMMS TO K SOUTHERN
<br />PNE NO. 2. W/ SPECIFIC DHNSIY OF O.S5 OR ECLAL
<br />t (W rNK, - T MIEMtR NMIn) mavw PAID IACWfOR AllowAlloww�p�3 ('7 N >( 'L•
<br />!E MR IL S.
<br />a 4 SUM SQ 1K/E ; • twl0p
<br />• ♦ • . I 1 a IwtNNulsJill /
<br />1-1JI-XI 11 fl 11111 IlInkilill
<br />E i
<br />M HOLE 4 STOW-._ L•
<br />I MR M CI= A MM SEE NLOW'� 3F- 2•
<br />,- Afw'--7 MXw1AE MN a,Ht :k FOR WDDD
<br />:.EW MtE 3 .. fwl ql®W/ aR W/0®.® s¢ s2:WIR6 oA aWIRT b
<br />SHOW Ad • LAST ►THE__ _(j} To i NSALMD AT PON
<br />TYPICAL ELEVATION FOR SERIES 2M Rywa swr A SPX BALL
<br />E; Z HANG s?ORY PANEL [ia SYSTEM I INx1Afb TO 6< IIt3TALLJIO Am
<br />1MW12 .vN' - Y IN= OF STRUCTURE
<br />lee wa w 1/4' 1M. N►
<br />T IMMW/-DUw®.
<br />SECTION A -A
<br />faWE R/tr - 1'
<br />Nam
<br />(1). Or7tat10N nF sD�s FDee� E - 2 KANO STORM PANEL SISTEM CONSISTING OF PANEL
<br />Cont. TMO(S lop a BOTMAL
<br />(2). j,TD PA rLS SHALL ALWAYS BE CONNECTED TO OD170M TRACK OTHER*= A STOP BAR
<br />(� SHALL at
<br />PROVIDED AT TOP OOFF SUCH PAWLS.
<br />(3), IF END PANELS 1/4 /-20.3/a'A1LZ W 7 3/32 W 'aW3 MIRROR t/4•/wl/i• M�T�
<br />IRO TAPPED;V= TIN OF FASTEDIS wY 9E AT OTHER OF TWO
<br />EXTERIOR FIAT FLANGES Of END PAWL
<br />(4). IN CAN THAT END PANES ARE NOT CONIICxD TO a0n7oM TRACK O.I. A STOP SMT
<br />IS ONLY USED AT lOP AT LEAST TWO PAGES SMALL SE CO MELTED TO BOTTOM TRACK
<br />USING SPECS INCom am MOTE 3) ABOVE IN SUCH CASE. CO NEctaN Or PANELS
<br />TO BOTTOM TRACK MAY 00" AT PANEL LOCATION.
<br />(S), SEE SECTION 1'. 3' B 4' ON SWEET 24. SEE ANCHOR SCHEDULE ON SHEET 2S .........
<br />_ rrr�
<br />an
<br />.Da iPAIM,ION
<br />_ ro Donau
<br />�
<br />Q 04 SHUT Ii I
<br />I
<br />mi'
<br />� I
<br />//TA2PCDN a r D.C.
<br />M/KIN Ai NOi
<br />HREADMID
<br />'L• a.,
<br />PANEL LENGTH
<br />(SEE NOTE I BELOW)
<br />WALL M.QjjMj
<br />T10H
<br />PANEL
<br />SCIDE 3/r-1FLOOM M"14 CODE
<br />r Asa 2*/24 P V/24 4 mm NINE3maim
<br />, ItGIVICINIT
<br />-•*"� (EH IOmAE OR � 3s) 3- Yo.
<br />! I '� I. INPn,
<br />1.•1. 5Mt t
<br />In•y Do or 1p
<br />i
<br />(64 % •L•
<br />EIS
<br />OQ ♦ ♦ E11EE NO'W'aR 3,, ♦ 9[LOw -
<br />p t 1.
<br />.71AIIRAIAx (Typ.)
<br />AT
<br />pS O'W'f td' 1 M/F•; ,i'LT Do
<br />NWRIOI MVttt'�6. • LATT BE 3a MHEI__®m MM A EACHOP1Mso ID M.WYS r TREADED W/
<br />NMFAR WIVE TO iNHCurAx 2AYALl f1
<br />_ WOOD AMID FWOY
<br />1LCT M B-B -"' Af Da IMHl4T 1M
<br />0). DEFINITION NY SFINBS HERD: E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANEL
<br />(r
<br />TRICKS AT TOP A PANT LWIE PLUS OR TV LONG
<br />( -P BOTTOM W/SHALL ALWAYSEPgA�KpL1Cw113,
<br />�) LOS
<br />Po(NIELYA7E4 OIL :B USED BLof
<br />Y volesIOSP TO Q] TRAC//K AT Bpfl//O��A pD PIVNEIS
<br />SHALL T COWIECTED f! r 1 4-/-20R3 SHED T SILL wlWALLec-(EXCEPT AS
<br />ODESCRIBBEED aH'%T�-
<br />(3) FOR CASES jIDrTDL1 BUT E'HEN END ND PA E S AK No o NNDCTED TO /auiOM ifl/8( .STOP Bu
<br />I,� SMLL 8E PROVIDED AT TOP Or •1I:H PNtEtS.
<br />(4). FOR DWNJATO M WHEN//DO PANELS SAND SOME WERDR PANES ARE DIRECTLY
<br />MOUNTED To EXEYMw TONE INTERIOR PANEL
<br />WO USMLAADESYFO(LpWLIO 3C T SIHOWNP OWN wELEILT BOTTOM
<br />AO � 3 1//2�j'
<br />EDGE IMMICE.
<br />4y, TWO AO.am MEED TO BE oc PAWLS �Q FIGHT S,pE OF Y W/IIF001111) HAVE
<br />. H� O)
<br />:1A_ TIER OVERLAPS RETAINED BY 8.
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCIURES
<br />ys TAPWN SNORERS , 4• TAPCON M/GHORS
<br />-Tr D.C.-i/r D.C.
<br />"OR O"NEDCOINLYIETE FLCaT-: "0.AIMED
<br />NEOLmn OUREDD (''�-1 y`
<br />1 1/4• ----- 11/4'
<br />I
<br />I
<br />IIt�OW/{wM�P. to I_
<br />1- s,iMfL P1p ,I yph� 1- lCWR1iW 0
<br />1 Rm iR ; � � �f i Nf ,•1 R
<br />I1
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<br />*"mom* +-
<br />:I
<br />Me
<br />!
<br />I
<br />ir^ -7f%t9F'.• ►ANELIMTE -!%b-a • PANEwx
<br />0o3/3r wm D'" 3/3r WMX.
<br />2.
<br />j • a 1/4- O.0 (BEYOND)
<br />I .�p{�pEO
<br />l-._-6R f C TEC9Nc . - - -- OR CCaN M xsLocN
<br />111.
<br />• ucc siEtn P
<br />SCALE 3/r-t' SCALE 3/r.,•
<br />AUMT9c '/•'• '/'ti �t ACPT., /l
<br />SPACING FOR Is aWIO w00D go IN moon TWE a iMmH �,•'� JCr.4 .
<br />MWE Ft31R/q. 0% mom lAOw 00] 3 'Y •••'•
<br />FW3AYU DalOOiD p1 t1iM •YrSwro 0.3 3 7 No. �� B% -:
<br />Soma FDA EA La AIIN I.ON IMa.PN OIA•W Y W 3 3 ,n *: OfIAO LLRM0. FIG FLORIDA WNLJRND CODE TR Y4( ZoR9 NwrioaMm
<br />amamINc� $M= so"ON N9900" MGM 13, ION ON" 20 DACE OALYANRED STEEL SEOIM PANEL Dam"
<br />Fn
<br />DY M IaLoom IACIOIR ION Alt
<br />9PAM°°OW" 10 BIT IMS Got*= Ulm `RCT R1JSMALL wY � ,n '' - - p�s • DR _ PROTECTION PRODUCTS, (lC ",Ivan
<br />SE LOSS THAN MMNA 9MOM POWO ---'-- ---- - 'kj D - T� 4 M fA@T
<br />FOR DwAH ANMMpt TYPE M AN mmUL[ y' -. '-00 ...-'00 ._ AMN NMNIMNII .. 0 oM a tT+M Roy: 0.)a'�-VlWL Oft "54sf.4m 20-176
<br />RE SdNJWMMMNWJGx WI4LDADA F' .. AL • Wm N W N
<br />CEREAL. MORES 1/ALn E-2 TEAMED gF7MD PWEEl cycn�A
<br />1. E-2 HANG SO1M PA►EL SOWN ON INS PRODUCT EVAWATDN DOCUMENT (P.ED) HAS BEEN VERIFIED FOR COMWLJ410E IN
<br />ACCORDANCE WITH THE 2020 (7N EDITION) or THE nAwx BIILDNG CODE.
<br />DESIGN WIND LOAOS SHALL K DETEAMR" AS PEN SECTION 1620 OF THE ABOVE MENTIONED CODE_
<br />FOR A WND SPEED AS 1M KIS 0. TIE INN AS E 7 WHERE TWEE NIN EXS WILL E AMUM O AID
<br />FOR A DFECTIINAUIY iACIDR Id -OAS. USING A9CE 7-,B AND STILL NOT EXCEED NNE MAXWLAM
<br />VERN PRESSURE ROM "KIAM ON SHEETS 25 A 26.
<br />IN ORDER TO VUOFY THE ABOVE CONDITION, UL7047E OEM WINO LOADS DETLT6WED PER AM 7-,a
<br />SHALL W FIRST REDUCED TO ASO. DESIGN BIND LOADS BY MULMYNAG TWA BY 0.6 IN ORDER TO
<br />TO COMPARE THESE W/ MA. (1.S.D) DESIGN PRESSURE RATINGS RIOKAM ON SH OM 25 a 24.
<br />IN ORDER TO VEWY THAT COMPONENTS Me ANCHORS ON THIS P,E.D. AS TESTED WERE NOT OVER STD. A 3M INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS M. USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS 9E7N
<br />DETERMINED N ACCORDANCE WITH H0.5. 2015.
<br />STORK PAEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER FENCTINATION TESTING LABOMTORII INC. REPORT / 2032. AS PROTOCQLS TAS-201,
<br />TAS-202 AND TAS-203.
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO RE INSTALLED ON THE OUTSIDE OF THE OPEN" ACCESSIID THE OPENING FROM THE
<br />ISOM W/O THE USE OF A LADDER OR Lin. THIS APPLICAMON IS TWIG WHEN FSTALUIM S WENDED TO BE PER:DRYED
<br />FROM THE INSIDE OF STRUChNE.
<br />3 SERIES 1000 OWALLATION IS APPLICABLE TO SAGE AND DOUBLE HUNG SINE WINDOWS WHEN INSTALLATION IS REQUIRED to BE
<br />PERFORMED FROM THE MOM OF STRUCTURE.
<br />4. SEINES 2000 INSTALLATION 5 APPLICABLE To SNGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE ROOM WHEN
<br />INSTALLATION IS REQUIRED To BE PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />5. ALL ALUMINUM E TRUS OS TO BE 6063-TS ALLOY AND TOOPiR. (UNLESS OTHERWISE NOTED)
<br />S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 310E-H14 ALLOY.
<br />7. ALL SIM SHEET METAL PAWLS SMALL NAVE STRUCTLMAL OUALM STET, ASTM A-GW GWX 50 Min., GALVAMZEO STEEL
<br />DESIGNATION W/FY- 56.5 W (AFTER ROLLED).
<br />B. ALL SCREWS TO BE STA04M STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON
<br />500141 W/ 50 IW YIELD STREAM AND 90 IM TENSILE STRENGTH At SHALL L COMPLY w/ FLORIN S UILDID CODE SECTION 2411.3 3.4
<br />9. BOLTS TO BE ASTM A-307 LALUAAZED STEM. OR ABA 304 SERIES STAINLESS STEEL. WITH 36 kw MNIMAUM WED STRENGTH.
<br />10. ANCHORS TO WALL SHILL BE FOLLOWS:
<br />(A) 10 EDEtwO PIw RFn IEYE•
<br />1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT.W. BUQDEX. INC. (MIA re-3142 wti.)
<br />1/4' s X 7/6' CALK -IN AGCHHOM.n AS AWUFACTAED BY DEWWLT INC. C. (NOV.(MINV. f'c.3 p-I.)
<br />/14-10 PAMLAATE FEMALE D a PNdL WE PLUS ANC M. AS W"AM9" BY ELCO COSTRUCIM PRODUCTS.
<br />(r.-33so W.)
<br />AH) MOMWN EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2• FOR PMEIAATE
<br />FEMALE 10 a PAKIwTE PLUS.
<br />At) MNNUMI EMBEDMENT OF 1/4•/ 3 7/6• CALK-N ANCHORS SKILL BE IS 7/9' INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHILL K PERMITTED,
<br />1/4- 0-20 SS S0&#AX BOLTS USED SMALL K LONE ENotrWl(SHIXn.D ANY MISS! MATERIAL 0057) TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A3) IN CASE TAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE XOJNO ON THE E omm WALL OR
<br />FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL
<br />BE AS MEANTIME IN A1) AND IN A2).
<br />(� 7D F]L _ tMMSMtc ILK IW,
<br />- 1/4' • TAPCON µCDR$ AS MASILWACTURED BY I.TW. SUI= INC,
<br />1/4' I X 7/r CALK -ON ANCIOFM AS MANUFACTURED BY DEMILT INC. Cf'-NSW p.9,I )
<br />- /14-10 PANIELA IE MMUE 0 AA PANElFMTE PLUS µCHOPS, AS MANUFACTURED BY ELco CONSTUCnow
<br />PRODUCTS (r.-M1 ".0
<br />•„4
<br />RI) MMWM EM MMET OF TAKON ANCHORS 00 MUCLUM FEMALE 0 a PAMELwx PLUS INTO CONCIIETE
<br />BLOCK SMALL BE 1 1/4-.
<br />B.2) MINIMUM UM MWB OF 1/4-0 X 7/5' CAM-61 ANCHORS SMALL BE IS 7/6- INTO CONCRETE
<br />NO EMBEDMENT INTO ANY FINISH W7ERML SMALL BE PERMITTED.
<br />1/4' I-20 Ss SIDEWALK BOLTS USED SMALL BE LONG EgUpKS/0U10 ANY MNR94 MATERIAL COM TO
<br />ENGAGE 3/4' ONTO ANCHORS.
<br />9.3) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANES BE FOUND ON THE EXISTING WALL.
<br />ANCHORS SHALL W LONG ENOUGH TO REACH THE wW SnKXT E BEHIND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN 5.1) AND IN 9.2).
<br />(C) BE INSTALLED FOLLOWING ALL OF THE RMMSAD AT06 AM SPEWCATI S OF THE A DHOR'S
<br />MANUFACTURER
<br />I t It SHALL BE THE RESPOlNSMAJR' 1DE THE CONtPALTOR TO VERNAL THE SDIRHOHEE55 Or THE STRUCTURE MITRE SHUTTER
<br />a TD BE ATTACHED M INSURE PROPER ARyIORA.i- TNS SUTTEE SHALL ONLY BE ATTACHED TO CONCIIEM &DCU
<br />OR wow I'RAM1[ aW.ONGS.
<br />12. THE INSTALLATION CONTRACIDR IS TO SEK/CAULK ALL SHUTTER MOOKO EDGES WHICH REMAIN N CONTSo G S
<br />CONTACT WITH THE BUILDING 10 PREVENT IAD/NMN INTRUSION. LARK AD SEAL SHUTTER IWMCKS ALL AROUND FULL
<br />LENGTH.
<br />I3 STORM PANEL INSULIATION SHALL COMPLY "IN SPECS INDICATED IN INS DRAWING PLUS AM BODING 00 20W4
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHOM PERMIT IS APPLIED T0.
<br />14, All" WOOM AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS PN.OTF POOM.
<br />15, (o) THIS PRODUCT EVOLLM11061 DOCUMET 1?E.O.) PREPARED BY THE ENGINEER IS OFAQYG AA DOES NOT PROYM
<br />INFORMATION FOR A SITE SPECIFIC PRNECT; Rm WHERE THE SITE CONDITIONS DEVIATE FROM THE kU
<br />(s) CTHIERPROD PRODUCT �EDgEON SPO THIS FOR THE SELECTION, PURCHASE AND PRO41DEO HE/SHE DOES NO DEVIANT UFROM THE CONDITIONS DETAILED DON INCLUDING LFE SAFETY ON
<br />THIS DOCUMENT CONSTRUCTION SAFETY AT SIT IS THE CONTRACTORS RESPONSIBILITY,
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IA" IF MODIFIED.
<br />(4) SITE SPECIFIC PROJECTS SWILL W PREPARED BY A FLORIDA REO6TEE0 ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE ENGINEER OF REC•'ONO (E.O.R.I FOR 11E PRO,E6T AD WFD wI1 BE RESPPONSMIE FOR THE PROPEE
<br />USE OF THE P.ED. ENGINEER OF RECORD ACING AS A DELEGATED ENGINEER TO THE P.E.D. EM;MIEEt, SMALL
<br />SUBMIT TO TINS UTTER THE STYE SPECIFIC ORW#= FOR REVIEW
<br />(D) INS RED, SMALL BEAR THE DATE AND ORIGINAL SEA. AND SDRATUIrE OF THE PROFESSIONAL DNOINEER W
<br />RECORD THAT PREPARED G.
<br />16. STORM PANEL MANUEACTIAER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN
<br />ACCOMMVCCE WITH SECTION 1709.9.3 OF FLORIDA BALDING CODE. ONE LABEL SMALL SE PLACED MR EMERY Mpaw
<br />LAWCUNS TO COMPLY WITH SECTION 1702.9.2 OF THE FLORIDA BUILDING CODE.
<br />INSTALLATION SERIES 2000
<br />PANELL(I)INTO POURED CONCRETE
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