|
- , I _ - - - - 11 ■ 'RINI! I I Nip II 1 I ' I L
<br />1 I 1 1 1'1 III II' I III t
<br />1AXYUM AS-0.
<br />OEM"I
<br />i-7"
<br />MIN,. PAII�TH
<br />w N.
<br />IYM■IITO �
<br />M
<br />ro
<br />♦66-0.
<br />70. OR LESS
<br />2 9/tt'
<br />I BOLTED •
<br />I 1'. 2'. 1'. "N
<br />2`1 • 3w
<br />♦06.0. -75.3
<br />70' OR LESS
<br />2 7/8'
<br />1 e0L7ED
<br />4' A 4-
<br />YFA9�T&11AW ~BOTTOM OF PANEL a WING AT OVERLAP A 40W OF PANEL LENGTH
<br />1 I j'I I1iCP -
<br />/ 2
<br />t L NEDGE
<br />_. DLTAL A
<br />_,w , Il4 •i: .A7III
<br />1 1 K•l.1- J • .,M: all •IF." p';,,11 •.�. -T- :NI N,, a -I.
<br />,r4_m ;; =
<br />1 , i•. ..l , _ 1.•. A1.•
<br />MAXIMUM
<br />AS.D. DESIGN
<br />MAXIMUM ANCHORS SPACING FOR E. IT . 3 1/2• -
<br />-
<br />AMICABLE To
<br />SECTIONS
<br />ANY GYINAIYCN
<br />OF rdU
<br />MAXIMUM PANEL
<br />LENGTH v (A)
<br />PRESSURE
<br />RATING
<br />.LJ.
<br />TAPCCNS
<br />CAX-Iii
<br />PADAMtt FEMALE O
<br />PARISI PLLn
<br />ro CGROR T
<br />ro CONCRETE
<br />BLOCK
<br />.'I[
<br />ro GONdBLOCK
<br />BLOCK
<br />TO CONCRETE
<br />aL=
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />V A 2- (TOP)
<br />11•
<br />3•*
<br />10'
<br />3'
<br />5•
<br />4.
<br />3•
<br />4•
<br />1 (BOTTOM)
<br />Sam 2000 a
<br />12-
<br />3'
<br />W
<br />5•
<br />e•
<br />6•
<br />e'
<br />6•
<br />1' (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />IT'
<br />2- (BOTTOM)
<br />70. OR
<br />66.D, --
<br />.
<br />MI N/A
<br />6 1/2-
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 1/2'
<br />NIA
<br />1 3- (TOP)
<br />LESS
<br />12'
<br />N/A
<br />I
<br />1 N/A
<br />9 1/2'
<br />TO
<br />9 1/2-
<br />N/A
<br />3' (BOTTOM)
<br />12•
<br />N/A
<br />12'
<br />1 N/A
<br />12
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />12'
<br />6'
<br />12' 1
<br />9 1/2'
<br />12-
<br />it'
<br />12'
<br />11'
<br />4' (BOTTOM)
<br />* UN IED TO 6L0 p.e.l. ALSO. DESIGN PRESSURE PAT■G.
<br />AFM 26 FOR ANCHORS TYPE W SPACING FOR INSTALLATO/6 MID WOOD
<br />SLO
<br />FNWIE BLILD910"
<br />WNHUM NO MINIMUM EDGE MINCEARE ■KJTm OR INS
<br />N
<br />LEI. MR D. LESS THIN INDICATED ON SCHEDULE REDUCE SPACING
<br />In MULUkVM SPAWG SHOWN wSCHEDULE W IME FOG FACTORS. FDA
<br />THIS ODIVITON TO MI M I O SPAONOBTAINED L'SG FACTOR SMALL
<br />FICT E LESS TWIN MINIMUM SPACING INDICATED aEACH MOM TYPE AT
<br />ANCHORSIEDERO.
<br />now 1YR
<br />_,/41
<br />1/4'.
<br />PRic
<br />1/4'e
<br />1/4'.
<br />TArL01
<br />fool 0
<br />LW.LAIAT[
<br />TRAM
<br />OMK-W
<br />WK, ACOI >t11CI19 0.J
<br />]
<br />3
<br />3
<br />2 ,/2
<br />M eMTA.,A 4W11aW1, 0n3
<br />]
<br />)
<br />J
<br />]
<br />NL'e. �1r IMr On3
<br />3
<br />3 1/2
<br />] 1/7
<br />4
<br />A MCA JOK =M M
<br />tram
<br />_
<br />.56
<br />I.W
<br />I .0
<br />3 ,
<br />tm
<br />Im
<br />1
<br />J
<br />I
<br />+ REOIAM Mo.. DISTANCE BETWEEN BOTTOM OF PANEL I
<br />AND (1) TO BE: ,/2- 1/2'
<br />NNW.
<br />I
<br />++ REOUNRES YAK. INSTANCE BETWEEN BOTTOM OF PANEL I
<br />ND ®
<br />ATO BE 3/18' _ 3/76•
<br />-( M9..
<br />FLORIDA BUILDING CODE
<br />CnLion►JcuTc cnR REGU AR LIFE SAFETY E-Z HANG STORM PANEL SYSTEMS
<br />7 STORM
<br />- (SCALE 1/2-17- -15.125' (TOTAL WIDTH) - - - _ _ _ -. -. --- - ZA87•-
<br />-12.500' (EFFECTIVE Mm)- - _. -.. _ - - -.193•
<br />i -I-,..
<br />Cl _ 6 , /4' (TRAP) - - - - (- .374=-
<br />- 1.3--...__ - 1.350 - \ 1150' too' 1681- +- .OB610
<br />1:soD' . 1 .
<br />;� 1 4
<br />.068
<br />h 3.37s• -
<br />r -i
<br />002 YN DICK
<br />CXYWreZm STEEL
<br />ASHY A653 TIN.
<br />CHIDE 60 11■A1WUY
<br />'/' : 2.000'
<br />C-60 GKV.
<br />46
<br />EDGEED ,-50'
<br />EDGE
<br />EDGE
<br />01 STORM PANEL - - - - - - - -
<br />L �_1�50•_-
<br />- - - - - -
<br />DETAa A
<br />PANELS SHALL BE INSTALLED ALWAYS
<br />FROM LEFT TO BIGHT W/ 1/2• LEG
<br />A ENO AT LEFT SIDE OF PANEL
<br />06a• 1.671 \4
<br />2.125- I- __ . J
<br />- -1 ol.
<br />1 ._. 1. ,375' -trip.)
<br />2.000'- --- -1
<br />-2.387• -..
<br />2O H• H� ADER O NFRYCK
<br />PAWS DO LAP
<br />I Hamm EDGE. .
<br />:D.05'
<br />R •ANY
<br />' LAX 133') _ *.270' )
<br />IT
<br />N ?pp-
<br />. 1
<br />Ib.250' 1 40T a.6.
<br />- - 2-521• -- J
<br />t__.
<br />• xa0-
<br />,
<br />- 2.250' - 1-1
<br />ISOMET K VIEW DETAIL A 1,) _ I
<br />1 2 -1 ROUNDED CORNER a ENDS OF PANEL'$ '0.S7
<br />END UP W/ HEMMED EDGE. N - - m•
<br />•�-2378' - (TILTS)
<br />2.500• 1 .091' 067• O KEY HOLE WASHER
<br />3.750' .072' (TRAP.0
<br />) R p .�i_ 3,05-H154 ALUM. ALLOY
<br />1 2.124•-..71
<br />-.
<br />1.250• 1 .375. O l����-12 Y i /Br X, i /i
<br />LLOM I• RA
<br />GIII I�
<br />r -.193• A
<br />I
<br />'-2.546'-- ---' t-118• O L -'J
<br />- 1.p50a
<br />(7)REV "H" HEADER ® "Ur HEADER _I - - - )
<br />1' YIN. TO 5' Ib.. -.
<br />® SLREYE I* MAX. LENGTH a 10 O
<br />ANGLE N
<br />.374' ._ 3.DOD' -- - eo6 r-Te ALLOY AVAIA P A 7714
<br />,--. r- 200• 1., t ....,
<br />J11- .b58• - M 50' .470• ,275• MN.-'.- _ JCENy&
<br />.87" --a N 2.000'I- T- f -- - } t- L ,.,is• -- -.. sw� No.441E
<br />, .000 + 123• S}- ,•3, r--•L6N. a MN. e
<br />(- ( ) 2or W , ® - J --, -.050 - = STATE OF
<br />L I �; .
<br />2.000'. I__ 1. -. L A. `SEE sErraNs -_ - - W.
<br />MIN• - %0 1(3Di
<br />i' Irl 1 ,
<br />1© BUILD -OUT "F" O4 BUILD -OUT "F' TRACK ib A ® WASHERED WINGNUT
<br />TRACK ANGLE (ZAMAC 3 ALLOY) PL srx,vm umE/LM7E
<br />TYR TOP EDGE
<br />Or PANEL
<br />.375-
<br />2
<br />N
<br />- PANEL
<br />_
<br />8
<br />/_625
<br />,
<br />'
<br />_
<br />. 0e27w
<br />_
<br />270"-FINERL_.
<br />�-._05,
<br />.3I
<br />� rN. BOTTOM
<br />- EDGE Of PANEL
<br />,/4.
<br />-�.750- !L mo HALTED6-2aJ/4'
<br />-
<br />125: t0 ANME e 6 1/4
<br />- '
<br />w • 12 1/2- D.C.
<br />(MAY K ftNvn o)
<br />eee•
<br />,.500• --�c
<br />- Q
<br />SOLI
<br />,
<br />Lam,-,,.-.i.m- I
<br />(TYR.)
<br />© �i�fHj „TURD
<br />0.024- (Min.)
<br />GALVANIZED SRII
<br />_,
<br />i -
<br />' 0,375 q i# 0.250.0
<br />L. © OR
<br />-1 2! '
<br />ACALU
<br />© KEY HOLE
<br />AT PANEL - ram• -
<br />L
<br />' W SEC SHEET 6 FOR ADDITIONAL
<br />LIMITATIONS E SEEK LENGTH S 1 F.
<br />- - 125'
<br />I ONLY W I D FOR PMALLATXM Nro
<br />(TRAP.)
<br />WOOD STRVLTlEES.
<br />3.750'
<br />2.00o' W nau•-.
<br />1
<br />.750- 250'
<br />I.
<br />J (TYP.)
<br />-- '2.000'.. -
<br />LJ I
<br />11 "J" TRACK
<br />@ PANEL HANG0
<br />.
<br />(1 1/4- WIDE)
<br />(USE ONLY FOR E-Z HANG STORM PANEL
<br />P x
<br />SYSTEM) 6063-T6 ALLAY. ALLOY
<br />. I
<br />FLORIDA BUILDING CODE (Mon )MON Velocity Hurricane Zone)
<br />INSTALLATION DETAILS FOR SERIES 2000 I 1000 E-Z HANG STORM PANEL M
<br />INTO EXISTING WOOD STRUCTURES
<br />- _ i/4•r uc SCREWS • 6' D.C. W/
<br />..`, 11
<br />11
<br />- 6'I I 1/2• Min THREADED Pl7ETRAMIN (3) MINA. 2-N- WOOD
<br />• 1/4'r LAC SCRM • 6. Oc W/ L r0 EXISTING WOOD MEADOW AEOURED 1/4•0 LAC SUM a 6. O.C. W/
<br />1 1 ' - THREADED TKN /2 KNLTnA MT Ca ON EDGE 1
<br />FLAT
<br />rEX6nTT~1C THIKADED
<br />ro OUSTINO WOOD HEADER. 0
<br />1 4 Cwl 114.1• S.Y.S. Ii
<br />• U END OF t 4'r-IO.J .' M.S
<br />{ CPm. it-,• 5.M.S I 6 Cp,4 W/ T2' *INC
<br />y' I
<br />• U END - Q - eJ , Y r1�' Mn. NUT A 2 O.C.
<br />li
<br />"ell,Y, it Ibb
<br />{ -1 t 4'r NAG SCREWS • 3' D.C. r 4 Cm 11a.,• SAS.
<br />- I111 1 aY- • Wn. I R
<br />20.J/ ' TRUSS /2 THREADED PENCTYTgN Q
<br />�`,
<br />/
<br />� 1
<br />DETAIL 1/N • ' 1 1. - fi/ /3Y m EXISTNG WOOD HADER.-I
<br />(SEE 1H1trEiC ,RKUST inDeim, .1
<br />NONE to BELOA')
<br />n i1 L 7•_ I _ -_ i OF EVERY IT" ) (SEE DETAIL ,/2. e
<br />4 COIN tl
<br />■ppp HE�p�lI 3/16- ANmNmOWc,M. POP ANCT 111.,• 5Y.5. �IPEE ")�-BELOW,
<br />"'•-;
<br />S RE01N■ED ^" _.. I Rr'P a Ewer ® • EA ENO K ©.3
<br />GwK II
<br />U91ERIDDD T OACFR 1 1 E (SEE DEAK 1/24 •
<br />1 1 ,..{ L. NOTE IA BUM
<br />-_ -- _
<br />t
<br />- - WOOD NLADEn IEOU PIED
<br />2 9/15- Min. I / Y SCR■I W/A- 5
<br />SEPARATION 1/a'r-20'y $ TO CLASS SEPARATION - I TI�• �3Y ." Wrt3e -
<br />10 GUAR MS •/T/a W/37• , MNC 1A11 a y
<br />: WIN; NUT • HMI CVFAY oKAAP ^ u' D.C. t 2 7/6• Yn , 2
<br />EVERY CVERIM �
<br />I N SFPNfATN)N
<br />I ,/4'r-20a3/a' TO GLASS ' 1 ♦ a-20.3 4'
<br />M) �9�CRFr W
<br />WNN /32/ I Y//aSCRE/N f tl
<br />III iQ NM I rlr+c�iUr .
<br />uJ SEPARATIONO LINT 6
<br />..i__.- _ i 'J 2 9/m, Wn /1.
<br />I
<br />6 to GLASS. EVERY OVERLAP I EVERY OVERLAP
<br />1- 11
<br />I � n ,
<br />I- --- - I P
<br />r g-
<br />i
<br />3 ;Ms R� l j'r .
<br />r -'i5 i ". 7 N r i
<br />r I
<br />- 1 J �N I N. ' ��gg H r
<br />i
<br />Cry I */ 7/Irr.3 L I gg 3 I I �Ap
<br />-( ��4•R-p.3 P us. g 3 Cuv
<br />[ I
<br />M o - rWNc NUT 2f i
<br />- -
<br />r
<br />_ • 12' O C. 5
<br />- i
<br />T _. 1_^_
<br />I
<br />_ 4'I- / Y.S w/ 1/1-I PAN4AAR FEMALE O 6 \ - 1
<br />Q, 2 � INIC_KI R PAVRW/E RIl° W/ L- O
<br />L
<br />1 ♦ I . Cwd _ _�.-
<br />BE bN) 7/6 Min. THREADED M�4 �/-620.3�44'' Y�O
<br />-)
<br />f
<br />(QE NOTE IA -
<br />PENETR1r10Me II 1/7 GC _ I Py.. - ,• Min I.- NU, DR 1 . e_2G.3/4-
<br />t /4'I LAG SGR[WS • e• O.0 W
<br />._ (2)) Y.4' , 4Y- T
<br />11 //2' win THREADED PENETMI. • w000 PLATE REOVKEp _ 7//B 32 SN W/ .; 1.250 Nww ,A dl )
<br />WdYOM OF PLANE AT SERIES moo OR --E BLL 1 4 P- 4• UT
<br />MT OR ON EOCE
<br />S2) 14-10 PA OAAIE PL S w( "I 6 1. P-7c.3/: o WI 7%a•w ]2'
<br />( NOTE 1A BDo.) /
<br />Tjj((66 IRA. PEIEMAYOR a 17 •WALL NUT • 12. OC
<br />1000
<br />INSTALLATIONI i, /4•r LAD SCALPS
<br />1 /LIRA °P'EI
<br />'
<br />Mn. (2) i•.1•
<br />1.. THRSCREEADED REK1M 1/OM ) Min THREADED FTNAMION
<br />*DOD PUTS REOLVM -2 11 . 'n• W02PUlE`REOLWKn • VOWiM OF PLATE
<br />MT OR ON EDGE ALTERNATIVE 2"W Min 2'.a• WOOD MT OR ON EDGE
<br />SCALE 1/4'. T' PLATE REO,INm FLAT
<br />PLATE
<br />"w
<br />A�ERNATIVF 1 NG
<br />SCALE 1/4•-1• 1 1-
<br />- FLOOR T�IO�1$CEEIELjI�NjGF�IMOUNTING
<br />m>TA 11 - ALTERNATIVE 4"w
<br />,. NSTALLATON$ ARE OVLY VAUD FOR BUILDINGS WITH AS O. DEAN LOADS --" SCALE 1 4•-1-
<br />UP TO +66D. -75.3 Psi AND PANEL'S LENGTH UP TO 5'-AV a ,,.,MMMMIIIT'�,��1 TERN TM� A"W /
<br />AA
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEWM TO BE SOUTHERN ; �'`E'.. ... C,.. _ SCALE tl1 /1C•Gc i'
<br />PINE Mo. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOLAL P ••' '• ✓-'r'i.A
<br />_ �r
<br />Ise
<br />FLORIDA BUILDING CODE (High V•IOCH Hu cone Zone)
<br />t�Js
<br />* : No.
<br />SEE SPECIFICT�GMj� AD REOVWE3FN,S FOR Y Or 4TOPABW O AT A5 : * M. AITCO. INC. 20 GAGE GALVANIZED STEEL STORY PANEL fD n
<br />WELL AS PATEN (U CWKC,q iO TRACKS (2M p1 Al 9OLY6y. BISED OR wOM NFARCR _
<br />000 OR 2000 SIRES R6TAW71GN IF ON EET 2 REDSw S -C.
<br />'/1pf0
<br />TOP H[An¢v wooD FR =9 ' STAF,MO--_ _ IL E C O ENe. LOBAL PROTECTION PRODUCTS. LLC. °'/MAIL
<br />Nwr FT• wMuw DF -P N e AI ♦ ACs'�,o' . F10//uuLIDO s... 6,
<br />IVI
<br />_T¢RI�T>,FE
<br />qA ,(CS,s.'��TINT ! E> �EIWNO ANY GM. R 3y]14V 3... R, r s. 0..06 F mr nOR. (9E.)--TY°, FAa: (96.)--.,SIT 20-) 76
<br />LOP a eoTTOM CAN FR towNWD N ANv •b, /ON I Nr,.: M F„-Is! I-. ON, in-IUI
<br />Allllllll
<br />, INSTNOS
<br />WAY iD SLAT A3(Y NS7AIlAilON, C-,,,,19 pMA*■IC IMP:
<br />r
<br />4KIM N
<br />NOTE SHUTTER TRACKSSCI
<br />SHOW FOR CLARtt IM.I< WELTER A TLVT J7.. Pt -
<br />4., WIIQf 7e Via
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .a fa AND C>3RREtPONDING 1/4. 3/4. 4/5, 5/5 A 6/5
<br />MAXIMUM SINGLE N t ,� LENGTH rL" SCHEDULE ONLY FOR REGULAR STORM 2/4 1 W/6, 2W/6, 3W/7 A 4W/7
<br />PANELS INSTALLATION INTO POURED COkCRETE, CONCRETE BLOCK k wQQD (t) _ I; iMAXnk 7- _. ITS 9. 1sa 4.11) ON i•
<br />SINGLE P M e(h IMKM3NM D SOME PAtl[Le n KSTRAM M AT EACH �,-�
<br />o O _ _. _.. e -
<br />-__ _
<br />AT TDP OR BOTtOY DW WITH TRACKS 13=Q4) Q 0 QR D.M.. 2 3 4 ,
<br />WITH TRACKS t� OR iB) LU dRECT YDUMTEO AT E4['H ENDe O O ( i ET, -1- .T - r - f -T _.. • - r - r T _ '. T .. T- -1- 7 - 7 -1- 1 - T _- _ I _ I _ - _. _ _. I _1
<br />VA
<br />n
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR 'L-" (ft.) 0
<br />MAX&" AS.D,
<br />fRLLS DE5 HALING
<br />..f. - a -
<br />CONCRETE t WOOD
<br />INSTALLATIONS 1'
<br />Le
<br />L-
<br />2ao
<br />12•-0•
<br />W-a'
<br />23.0
<br />12'-O•
<br />11 •-a-
<br />3a0
<br />IT' -a•
<br />10'-61
<br />33.0
<br />70•-l0•
<br />W-0•
<br />40.0
<br />W-1•
<br />91-4-
<br />..5.0
<br />9'-6•
<br />a'-9-
<br />Sao_
<br />9_I-
<br />a-4-
<br />55.o -
<br />a r
<br />a--o-
<br />___ Sao
<br />a r
<br />r r
<br />6so
<br />7; -4-
<br />_
<br />no
<br />_ _a ;;4;-o'
<br />7•
<br />r-o
<br />75.0
<br />7•-,.
<br />6'-10'
<br />Sao
<br />7'-2•
<br />6•-7•
<br />BAD
<br />7'-0'
<br />67-5-
<br />90.0
<br />61-9•
<br />6•-2-
<br />9sO
<br />6--9•
<br />6•-0-
<br />100-0
<br />W-3-
<br />5"-I1'
<br />1010
<br />6•-J•
<br />'J' 9'
<br />110.0
<br />-
<br />6'-71
<br />I/5.0
<br />-
<br />7•-a-
<br />I10B
<br />IL
<br />MAXIMUM PANEL LENGTH
<br />'L+' OR 'L-' (it.) 0
<br />MAXIMUM AOCIDENSD.
<br />PRESSURE RATING
<br />■.1. ♦ - -
<br />CONCRETE ! Wo00
<br />INSTALLATIONS 1•
<br />Lre
<br />I 4
<br />2a0
<br />w-4'
<br />1 IT-0'
<br />250
<br />12'-10'
<br />1I'-)"
<br />J00
<br />II' -a-
<br />,o'-r
<br />Jso
<br />,o'-r0•
<br />s'-►'
<br />40.0
<br />9'-6'
<br />91-21
<br />Aso
<br />Soo -
<br />9'-1•
<br />a•-r
<br />s•a•
<br />e'-2
<br />55.0
<br />a'-J
<br />a. -a.
<br />r-9_
<br />Sao-
<br />r-s.
<br />_
<br />as.o
<br />7'-e•
<br />r-2.
<br />70.0
<br />r-S•
<br />6'-11•
<br />75..0
<br />1'-2-
<br />6•-a•
<br />Sao
<br />7.-0.
<br />6'-s'
<br />90.0
<br />s'-9•
<br />C-I-
<br />Aso
<br />6'-,.
<br />3'-10'
<br />100.0
<br />6'-J•
<br />s'-r
<br />105.0
<br />6'-J'
<br />3' 4'
<br />I F0.0
<br />-
<br />S.
<br />115.0
<br />4'-Io-
<br />If9.6
<br />-
<br />r'-a•
<br />MNYUM SEPARATION TO GLASS SCHEDULE
<br />MAX AUM
<br />PANELLENGTH
<br />WIND SPEED 4 170 m.p.h
<br />WIND SPEED > I niPA
<br />(in)
<br />UNRESIRAREO
<br />RESTRAINED
<br />LOOMSTRNNWED
<br />RESTRNNEp
<br />30 OR LESS
<br />1-
<br />1•
<br />6.
<br />6 1/4'
<br />>33 TO 90
<br />1'
<br />I .
<br />7 1/2•
<br />7 1/2'
<br />>90 TO 145
<br />1.
<br />1.
<br />7 1/2-
<br />7 1/2•
<br />>115 W t(6
<br />1.
<br />1'
<br />-
<br />TOP
<br />WELT
<br />IT .U.
<br />1. SxNt�S'
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<br />HEADER HEADER
<br />ANGLE
<br />TRACK
<br />,A,
<br />•/EeC
<br />S
<br />-
<br />DIRECT MOUNT
<br />H'
<br />32' M.
<br />35'
<br />55'
<br />50'
<br />5'
<br />0
<br />1.SNI.5' STUD ANGLE
<br />1.
<br />32' 32'
<br />32'
<br />42•
<br />38'
<br />38'
<br />a
<br />'i' TRACK
<br />55,
<br />32' 3Y
<br />42•
<br />67•
<br />80'
<br />W.
<br />T
<br />I.M.
<br />W iRAtK
<br />50'
<br />32 32'
<br />38'1
<br />60'
<br />56-
<br />56'
<br />1
<br />50'
<br />I 37' 1 32'
<br />1 36•
<br />W.
<br />56•
<br />56'
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<br />I 1 I I 1 1 � I_ 11
<br />2 7
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<br />A - - i -, I A DL
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<br />Ht_1 ___ _ l 1 -
<br />UNSOUED PANELS : J1 f. _- BOITED PANELS W/ i u-20-1'
<br />(SEE SECTIONS AS i 1 1 $ $. M.S. BOLT W/ d 0 EIL OVERLAP:'.
<br />APPLICABLE) I I ! I (SEE SECTIONS AS APPLICABLE)
<br />I !_I III I I is IiiI
<br />i iI I j rr S
<br />I'`� i I I 9
<br />I I II 1
<br />D.M.. 3Q.®. - -iIII o - j -I- of - (- c , -- e - 1-+-,
<br />®or® - 3 MAX _ _ -- Y_.1.!
<br />,• = 2/4 1/4, 3/4. 4/5, 5/5 3 6/5 1- MIN'
<br />T W/6, 2W/6, 3W/7 h 4W/7
<br />- _... --ANCHORS (SEE SCHEDULE ON SHEETS S. 10 A71)- _.- - ---
<br />REGULAR STORM PANEL n ELEVATION /4 M9. GAP
<br />2.667• N.T.S. -`.F
<br />N (INN OVERLAP -I NNDE WIRY) I
<br />1/4'\ T/ 1 ;_/ \-/ \-/ `rl
<br />MAX. GAPT SECTION A -A N.T.S.N.T.S.
<br />D(1) L+: WARMANM ALLOWABLE PANEL LEMDTM FOR A GIVEN POSITIVE ASD. DESIGN LOW.
<br />L-: MAX. ALLOWABLE PANEL LENGTH FOR A ORION NEGATIVE A.S.D. DESIGN LOAD.
<br />(2) PROCEDURE TO DETERIA E WM" ►An UENOTIE
<br />GIVEN A POSITIVE A.S.D. DESIGN LOW, OETERMW MAIAAN PANEL LENGTH 'L+• FROM SCHEDULE -
<br />OWN A NEGATIVE ASD. DESIGN LOW, DrrD "VAN PANEL LENGTH 'L-' FROM SCHEDULE.
<br />FINAL MAA N ALLOWABLE PANEL LENGTH S EqW TOM JOWN OM MNED PANEL LENGTH
<br />BETWEEN 'L+• AND 'II
<br />(3) SERA SCHEDULE BELOW FOR AN. PANELLENGTH FOR POROSITY OLOLF TON.
<br />t INSTALLATIONS INTO WOW ARE U MTED TO a 95 *AL MAX A.S.D. DESIGN PRESSURE RATING
<br />,` ASf;• 9, 10 A ,1 FDR YAM. AS.D. 061AR ll]ADS •MAC. PANEL LENGTHS FICA
<br />\• 9PACEIR a USED.
<br />�.
<br />S '• FLORIDA BUILDING CODE Non High Velocity Hurricons Zone)
<br />D. 44167 •
<br />o nmm W,
<br />24 GAGE GALVANIZED STEEL STORY PANEL
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<br />GENERAL NOTES
<br />�o P6! e4• LW■ aNaRty ! - INYID Sfel.t PJII61el. (C) TO
<br />1. STORM PANEL SHOWN ON THS PROO/CT EYALARON DOCUMENT (P.E.DJ HAS BEEN KRa1E0 FOR COMPLYICE IN ACCORDANCE - 1/4.6 TAPCON ANCHORS. AS MA4.F.URED .1 I.T.W. BUILDEX, INC
<br />E 10 AND PANELMATE PLUS ANCHO. AS MANUFAMRED BY ELCO CONSTRUCTION PRODUCTS.
<br />WITH THE 2020 (7lh ECIFTION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL 94ALL NOT K INSTALLED AT HIGH - /14-10 PANELMATE FEMALE ANCHORS.
<br />VELOCITY HURRICANE ZONES (MAMA -DARE / UPWARD COUNTIES). - 1/4'p LAG SCREWS PER N.D.S.
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 160E OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/16'0 . 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO.
<br />SPEED AS REWIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR
<br />KD=0.85, USING ASCE 7-16 AND SMALL NO EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANEUAATE PUNS
<br />3. 9 TINU 12 A 17. 16. AND PANELMALE FEMALE ID.
<br />6N ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DES" WIND LOADS DLYEUNEO PER ASCE 7-16 SHALL BE FIRST
<br />REDUCED t0 A.S.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM 8Y 0-6 1N ORDER TO COMPARE THESE W/ MAX. (AS.0) C.2) MINIMUM THREADED PO4EMTION OF LAG SCREW, INTO THE WOOD FRAME UNIT EMAIL BE 1 1/2•. NO THREADED
<br />DESIGN PR LINE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 6: 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.EO. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE
<br />STRESS FOR WINO LOADS WAS DOZ USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN CA) MINNIMUTA EDGE DISTANCE Or LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WnTH N.0.5. 2018,
<br />STORM PANEL'S ADEQUACY FOR NII AND WIND RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE WITH SECTION I°09.1.2 OF C,4) MINIMUM PEREIRAlION OF WOOD BUSHING SHALL BE 5/8'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS jOB14.01-01 AND 00219,02-09. AS SHOULD STUCCO EXIST. AND I• MINIMUM FOR WALLS WITH NO STUCCO.
<br />PER SSTD 12-99 A ASTM E JJO-02 STANDARDS. AND AMERICIW TESTING NAB SOUTH FLORIDA REPORT /,t23.Ot-t0 AS PER
<br />C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS � FOUND ON THE EXISTING
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,
<br />FLORIDA BUILDING CODE ANCHORAGE SMALL BE AS MENTIONED IN C.1). C2) A C4)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6DIII ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SMALL BE INSTALLED FOLLOW40 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3f05-Hi4 ALLOY. a. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWNO INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 5 (SHEETS 4
<br />♦. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL GLALTTY STEEL ASTM A-553 WADE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® Ao SMALL NOT BE USED.
<br />STEEL DESIGNATION W/FY- 22.2 Am (AFTER ROLLED). 9- TI SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTU RE WHERE SHUTTER IS TO BE
<br />AN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CURRO8ION RESISTANT COATED CARBON STEEL. AS PER ON BUILDINGS.
<br />5001a W/ 50 Wi YIELD STRENGTH AND 90 Rai TENSILE STRENGTH AND SMALL COMPLY w/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3A 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90•, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATNES IRA/, 3W A 4W ON
<br />SHEETS 4, 5. 6 A 7 RESPECTIVELY; SHALL HAVE A LECI AND READILY VISIBLE LARKING INSTRUCTING OWNER OR TEMANT TO
<br />6 BOLTS 10 BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 36 lam MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT OURNG PERIODS OF HURRCANE WARNING.
<br />7- ANCHORS To WALL SHALL BE AS FOLLOWS. 11. THE INSTALLAtON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
<br />(A) TQ EXISTING PlX1RED CONCRIIE
<br />- 1/4'a TAPCOH ANCHORS AS MANUFACTURED BY I.T.W. SUNLDEX. INC. (Min. T'c-3192 p.») 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4' a . 7/6• CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT INCPROVIDED (MDE D BY THE JlabSDIC NON WHERE PERMIT S APPAPPLIED0 .
<br />- t/4'a . 3/4' SOLD -SET ANCHORS,AS DIS'TJOB IEO BY ALI. POINT SCREW, BOLT A SPECALrY CO.
<br />(Min1-3000 p.a.i.) 1JoTHIS PRODUCT EVALTODOCUMENT (P.E D) PREPARED BY THIS ENGINEER IS GENERIC DOES NOT PROVIDE DEINFORMATION
<br />- 114-10 PANEINATE FEMALE 0 a PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O.
<br />- 1/4•0 ZAMAC IRWIN ANCHORS, AS MANUFACTURED BY DEWALT, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />AI) MINIMUM EMBEDMENT OF TMCON ANCHOR$ INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR ELCO PANUMATE AND BASED ON TNT$ P.E.D. PROVIDE NE/SINE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON l}95 DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBRI
<br />1 SIT' FOR UN•C rwt1N ANCHORS
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVAUD IF MODIFIED.
<br />A.2) CALK -IN A SOLO -SET ANCHORS SHALL BE EMBEDDED 7/6- INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO SHAH BE PERMIRED. I a-20 SCREWS USED SMALL BE 1 1/2- LONG MINMUYTHSHOULD STUCCO EXIST, (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RECISMRED ENGINEER OR ARCHITECT WHICH HILL BECOME THE
<br />ANO ,' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR AL READED SCREWS W/O HEAD, ENGINEER OF RECORD (E"OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS PROPER USE OF THE P.E.0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER, SMALL SVBMR TO THIS UTTER THE SITE SPECIFIC DPAWNGS FOR RPAEW
<br />A3) IN CASE THAT PRECAST SLOE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SMALL BE LING ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.D. SHALL BEAR THE ATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL. BE AS MENTIONED IN A,) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT.
<br />(a) -Iry ISTING CFwCRETT BLOCK WALL ASTM C-20: 14, SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- /4' • TAPCON ANCHORS AS MANUFACTURED BY I. T. IN SUIRDEX. INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1701I OF FLORIDA BUILDING CODE. ONE LABEL
<br />STALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />- 1/4' a a 7/8' CALK -IN ANISNORS. AS MANUFACTURED BY DEIVALT. HNC FLORIDA BUILDING ClX7E.
<br />- 1/4.0 X 3/4' SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO
<br />- 114-10 PANELMATE FEMALE 10 AND PANELYATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PI 1411111
<br />- i/4' a ZAMAC NARJN ANCHORS, AS MANUFACTURED BY OEWALT, INC Tl��
<br />a �EpA.
<br />�✓
<br />8.1) uIRYW EMBEDMENT OF 1APCON ANCHORS, ELCO PANELMATE$ AND ZAMAC NALIN ANCHOR. INTO THE CEN ''
<br />\� ,S '•9 FLORIDA BUILDING CODE Non itl h VelocityHu cone Zone
<br />BLOCK UNIT SMALL BE 1 1/4'. �114
<br />9144 % : omw a as Ni 24 GAGE GALVANIZED STEEL STORM PANEL r.r.
<br />.2) CALX-IN A SOUD-SET ANCHORS SMALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT. NO rW w
<br />- ._ �
<br />STUCCO SMALL BE FERMRIED. 1/4- a-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD�EXIST, * '- - /� °T/ '
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. 'O' -
<br />GLOBAL PROTECTION PRODUCTS,
<br />STATE - . LLC.
<br />IL E C O HNC
<br />9'•DKNE
<br />0.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR FCOpis-✓ iWUT �Rao� .IFo�KYSFo cwuAW'L I� R yMT
<br />EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH r0 REACH THE MAN STRUCTURE BEHIND SUCH P ,S, •G\�� .,,.; Y,y .e w,-� A'" KNOW- (W)--,$W FAIL (6 )a■r-A797 20-173
<br />-prj
<br />ANCHORAGE SIIAL! BE AS MENTIONED N B.1 AND IN B.2 S'/ p , - p N.
<br />C-900F719pe.r
<br />I/IIYONA, IAA .x 9EA/W°Mi -_Io.,E HAIL` A TitN .K. pE w{QT , a to
<br />INSTALLATION
<br />INTO POURED
<br />-_91534A6 POURED CONCRETE
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />__ _QOSnNG POURED CONCRETE
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<br />STRUCTURES
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<br />CONCRETE ANCHORS i
<br />CONCRETE ANCHORS ,
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<br />(SEE SCHEDULE ON / '
<br />SHEENS 9 THROUGH to) /
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<br />SHEETS 9 THRDUG/M to)T/_/. �
<br />EXbTRE POURED
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<br />SHEETS 9 THROUGH 10) I
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<br />i i PANEL LENGTH
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<br />SET A C4 x! ANCHORS
<br />ARE USED A W/ QJA WHEN _--EXSTING POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE QOST„G POURED CONCRETE
<br />ANCN014 OR CONCRETE SLOW
<br />C'ONCREIE ANCHORS _
<br />STAGGERED W/ STllb
<br />PAIELMATES ANIC
<br />ARE USED. REWIRED.
<br />(SEE S 9 THE G
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />SECTION
<br />SALE 3/5-1•
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<br />51:J.EYJl.�•v
<br />SALE 3/5.1'
<br />WALL MOLIKiff,01ECT MOUNT
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<br />,IIINNNIINA NAPF
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<br />FLDRIDA BUILDING CODE Non High Velocity Hu Gone Zone)
<br />E.D. EDGE DISTANCE
<br />NOTE FOR
<br />f : . 44167
<br />E ir . •
<br />- _
<br />*s
<br />°y.. STATE OF CI E `
<br />a60°° 111100. ■O 24 GAGE GALVANIZED STEEL STORM PANEL
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<br />'.A
<br />ORIIWN F.
<br />e7/»/I-
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<br />(SEE SCHEDULE ON
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<br />TOP k BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INST/LL.UTION.
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<br />INSTALLATION DETAILS FOR REGULAR PANEL INSTALLATION
<br />INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL CI) INTO WOOD
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />,. -.�- _. -.._l_ _._-_ __Yin _. _ O .... - _. 1
<br />1 SEPARATION
<br />W000 ANCHORS 1 . 1 _ TO .MSS. i 1 7i'
<br />ALTERNATE LOCAT CONCRETE ,. (SEE SCHEDULE ON I (SEE SCMEDUIE. i /4Y-m,t• ALTERNATE LEG
<br />(CoNcAm ANCHORS SEE SCHEDULE ON - EXISTING POURED CONCRETE - ^�SFEEIS 9 THROUGH 10) EXISTING
<br />OR PO RED BLOCK - - SHEET 11) - - /4��cAo Wan 1 .-.ON SHEET J) -_ _._OA °An�W Q� .ACY � s --___ - -- LOCATION
<br />- - ■ +/4• o.c L _ �, _ . _N.-_ NIa[ 1U1 R1rL BEAM OU61ED.
<br />--E.D. OR UIRED.CONCRETE BLOCK , LOCATION BE SCHEDULE ON / WOOD HEADER yf _._ _ -. - _.. I E ' tOrc*, om t• TO BE CERTBIED BY '. Cn �"r�P
<br />SHEETS 9 TNROI!(:M 10
<br />CONCRETE ANCHORS
<br />_ fEm r.'.- E�
<br />CATIONE LEG / a - I EXRTIB(yl I__ l PANEL LEiVC(1N REGISTERED ENGINEER OR i4� I / _
<br />EXISTING POURED REWIRED. 'i SHEETS 9 THROUGH 1 2 Q T1000 ANCHORS _- • - I IXASS i _ (SEE SCHEDULE ARCHITECT PRIOR TO SHUTTER
<br />CONCRETE REOIAREO - -. _ ._ ' _. _ (SEE SCMEDIILE W I • . -_ _ -. - --1- 1 ON SHEET , FOt NSTALLATION. ANCHORS ALTERH ATE WOW ANCHORS - , • 1N .
<br />c- /i - 1/4• SHEET I1 GI I-_ . I - _ . WOOD .---- MI, ALm WASHER w CD C•
<br />v/� ) /� ,• YM. / REOUIRED I�,., ) ', _ I SPACER � ,.. �
<br />r / / % <o-- aR._ ( �') 1 UJI i -I 50)1 (S SCHEDULE ON (SEE SCHEDULE ON /
<br />�/� - J- - 1 -- . O HUT.• !/' i. -1 1/2• 012 1/2' O.C.
<br />j/ j , / % i/4' (._.. - / ® �...--i�W41■iapTDTpt ,[KTTTTS w a /2 1R' I /2" ) OI SPACER I N SHEET tt) SHEET 11 r t. rE0 EO- 1 a .,' 33 MA. R/ en i
<br />_.._ 1 / r . ,/•'-36.,' ss Ys. e/ ,4n /// Z• .. _ LENGTH
<br />1 MAX. __- CONCRETE SIGHEANCHORS
<br />EON / • ,x ,/2' o.c / I I _ I WOOD HEADER - I i - `�uj
<br />.,, 1 / I� ,/4' _
<br />, 1 _. T MAX.---"-- - - - 1 ---
<br />EO
<br />1 I SHEETS 9 THROt1GH 107 (..:- /- ,? I , ab-30A• N ED. / I ,' Min, ill. I REQUIRED Mil I! [ I i. - ' C _ _-__ I -_T I _ ) t/2 ___. __ ) `/ _ __ _ F T YAx. W000 HEADER � e�
<br />REOURRIED
<br />(Ay- I eD // E • i" %4 0 ji//.i// f/%%// t (SEE
<br />ELsca �J L1 O Eo 1 i I Ex)sr1Nc 1 (E oN MN . 1 ./.I n,,l. oc i/• i ' - __L_.__._ --) G1A55 I , ; ' I , 2 r - �s�a WM ea,s
<br />A I / / N 1' MIA%. LONG ALUMNUM SPACERS • 12 , 2• 1 1 7Q�
<br />EN0Sf1Nfi_� 1 E D // J I - I 1 I - O.C. (SEE TABLE It ON SHEET I1.) i
<br />OIAs� 1 -� �. 1 ON SHEET ] A9n. _ E I n I I SHEET it) I
<br />/ Min. ICU
<br />i FON SIHEET 1 1 1 I I SEE NOTE •' BELOW FOR LIMITATIONS FOR ) Min. I i _ 1 `
<br />1 i /4Y-m.,' - j� I ' � 1 SEPARATION I O SDEDI1lF I SO LASS. I •L' MAX. I 'L' ' 1 1/Y LONG SLEEVES. ISEPAAATON I O ! (--'t I -- O
<br />1 1 °41aEn1WRN.EF-e / /•/ I ( TO MUSS. I ON SNEERS 11.- TO GLASS. 1 PANEL LENGTM I 1 PANEL LENGTH lj{j{ 't (5¢ I IIJr ,lJl 1
<br />1 .F lIg-PA,ML TION i0 GLASS. I ,/aY-ROLL' (SEE SCHEDULE
<br />I t/4Ydb,• 9 N H i (SEE SCJREWIF 1 (SEE SCHEDULE t I (SEE SCHEDULE - 1 SCHEDULE i ,/.-,-io.t' O
<br />n. I SS can w I ON SWEET 3 1 _. PANEL ANTE FEMME D OR PANEL MATE
<br />1 " 1 .MIDI" a.01 r-Yj Y' YR.. j (SEE SCHEDULE ON I V.°a i ON SHEET S 1 --A Y 1 ) I t/i 1 ON SHEET 1) t ON SHEET 3 i - ■an ■ (SEE SCHIEDIA.E ON SHEET I ,�/n a,• 1' MAX-
<br />PAIR LENGTH I - --- , - - -- ii - . i' Wni. 1 Y l T' m S.i BOLn M ON sNECT J) E - ( pL115 A ) A Y Yin. $EPA(ATON w (xA55� can . PANEL LENGTH
<br />4 I' ;-, DaE..
<br />I I SHEET 3 _ - _ A L o'�ae -6i f ; 11 a t Y:n I 1 ' (SEE SCHEDULE ON SHEET „>
<br />1' 1 LOON OWN r-r) PANEL LENGTH i I .1
<br />l -_ L_ (5¢ SCHEDULE t -... I 1 I -(TE Ra 11e6 1 SEPARATION i ! ; I w0. r-e•) - I `�, N - pA,tEOilq A (SEE am SCHEDULE
<br />min. 1 -- ON SHEET 3) IX�yyGG__�L� - I - - _ _ (SEE SCHEDULE OI,yT I -1 - - I EXISTING. 1 1 = oDe r� Ex� '__? �H ' (SEE SCHEDULE EX1571
<br />1 SEPARATION i OIASSTi [[[�6.([[�/�//I��- I ON SKEET J) CIJ55 1 1 GLASS - .I } ... I GLASS (SEE SCMEDLLE- i �� PLATE REOUIRED t I OIA55� -
<br />__ rD GLASS. I 2'.4' wOoO - 1 i 1 I ,.cN ,7b1 r� am SHEEP »
<br />Cn 6_
<br />ti1 SEE SCREWI l _ -� f. _ _ ____ _.. -T`_ 1 I 1 I
<br />TO CIA$$. I. 0 I O A -�- 1 I ON SHEET J) ) �:/ DIRECT MOUNT W/ SPACER MN ( -- -.. T _. ON SHEET J) I _. _}-
<br />1 1 Mo. - -, /�I I OUMAX.. �: %:: I - 1 E -� _. I L. I SALE 3/8-1' ' _O SOX i __.. I � OF •L'
<br />1 ar
<br />SOX ON SHEET 3 - -1 1:
<br />- -- - ALTERNATIVE 2W' k ° Q
<br />O i ® ..;:.i / // I / /• , 50X i L SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A t I OF l- i j MAX.
<br />1 1..-- __ ED �/� I 1 M ED �' /IL. L� j I
<br />I // SPACER i SOX 1 7 0 12 1 2' O.C. ( (�
<br />I 1 0 12 I D.C. /ii / / ia+GI11 I OF 1• I OF 'L• I MAX.YAxAs.D DESIGN LOADS FOR T/tl5 INSTALLATION. i ��,��j 1 e , 2 / 0 C T 1 _ (.. J .1/I ,H' //;/ L MAX. - I I ® MAx. EO �� �- I I i 3 . . _ _- _ -..
<br />CD
<br />1 J �_�
<br />1 CONCRL E ANCHORS . •�• WADI ■an CONCRETE AIKMNORS 1 C 1 EO �--i J )' I O 12 1/2' O.C. 1t _ - _--__s.__ - ) - 4 ac.
<br />wA9w ED 1 , 1 I _i/2'
<br />2"
<br />EX POURED �\\ ;.`� • ' \.� (SEE SCHEDULE ON -// (SEE SCHEDULE I - 1- i '. �I i - j - - - I - - -_ 1 ° /
<br />NO FNISFIi -..:: - V I,E.r
<br />�111
<br />+•'NaN. i1. \. \ \ \ Q : / • - t- _ I , WOOD ANCHORS 1 3): 1(c
<br />CONCRETE .`:. .. : : EDGE OF WALL OR SLAB SHEETS 9 THROUGH 1➢) j ® SHEETS 9 TH6RDUGH 10) `?"j 9 2 I/e• LONG MAIL ALUWNUAI , - - __ -_
<br />EO
<br />ALIDWCI) 1 I EG w • , san
<br />�i �1 O SPACERS • 6 i/4. O.C. VAJD FOR ED __ - - - _,_ 1 STAGGERED SCHEDULE STUD SPAACERR Y Wn ■[ 1 I/2' IDIIG E: I ., _.. __ - _.__ O
<br />REOIARED 3/4 � (ALT. CDMOITON) f ' NG POURED CONCRETE EXITING POLAtEO CONCRETE 1 N SHUT 11ON . ' - - .._ 2'X4' WOOD PLATE . - L
<br />\\•, / /,.. QR CONCRETE BL.00X EN LENGTHS
<br />PER
<br />SAND PANEL �1 I (,) wou"ADAN . Lanm tD A CK 9tM KVLo= ,RM IS-W _ _ -. -• - DECK REQUIRED 2'.4*REMRW ANCHORS
<br />CONCRETE ANCHORS - _ *3= AEON MEAN I" ,mR ONI e A R6TRC"M FROM NN' > - .. __ (� SCHEDULE ON
<br />` �- /� OR CONCRETE &LOCK 2•K4' WOOD __ _ WOOD ANCHORS ! 6LMDIIG MIOwt aNRIMHM1Y ■19wm DR Sim it). I (SEE SCHEDULE ON _ _ - 3/4 - SHEET 11)
<br />\ // REQUIRED. t' MIN(. LONG ALl1MNAIM SPACERS a ... ..
<br />/ / REOUMED. PLATE REWIRED CIO O...
<br />� 5 9 THROUGHSCHEDULE ,0) --- EO //� 12 1/2• D.C. (SEE TABLE /1 OR STAGGERED W/ STUD
<br />j - - SHEET Il --.-- -- --.--_
<br />SNEERS 9 A 10.) OR OW � 'M 1I11III PLAiE tRED DO ANCHORS OOM THI U OOLVON N Y Own MATE fOP E . 00 I ) _
<br />(SEE SCHEDULE ON I LAIC AS THE FounW.Io caMNDnloAe SINE - - - _' PAIL PATE PLUS) SHALL 6E VA= MAXIMUM AT 6 1/4' O.C.
<br />SHEET I1) COLVM WITH I Mo {} AUNKm fWAN ,2 t/r at, PILLG AUDND a1 , _. _. _ _ _ --
<br />CEILING 0 (///,,,111, `)
<br />_ -� _ mummum 2• Yin. -W
<br />IT) .VYIB 6. � -tl ►+RE. °AI I (» MAX M YR PNEL IDGTN 6 LRelm 10 N' A NrH 0101NC I /�
<br />SALE 3/6-1 • SCALE 3/N SCALE 3/e-1 • LZ) 1•N.Mr HOLM PAIIa LEINDTI e I (TH. e A NeaT.ctmR " M LAW" PANEL [LENGTHS AUDM ON V J
<br />Tx fO1m'ML eeT 11). CEWNG AND FLOOR MOUNTING ■L. ICU
<br />WALL YOUNjJNG I t» 9IAY PAIILL IiaD 90I a oarALTERNATIVE 2W I.) T Ilr LING WOW COMPOWn INA DR EE AS .00ERD w ALTERNATIVE 3w BUILD -OUT MOUNTING
<br />eM AN Ote M WDGD 0 11 ANAL SCALE J/8-1. MaT E MPAUAIM Or. 11/2, LORD SPAM Y M Air ALTERNATIVE 4W
<br />ALTERNATIVE i W I WINO FOR
<br />WIG MX= 1. 2 AND ] A6 OLn M a ACM SCALE 3/8-1' IHHANI SCAM 3/a-i- 00
<br />E-,- ■TANDUO RIND M Mo f7W n>nON) K TIE FLO.M
<br />11HIM111 SCALE SIB-,^ (`) ,E01 m 11. I 'a ii°Pu .Noww tUUWO 9u6DIa CODE MMLAMM FOR tEp A. T//�.
<br />�Ep A. tJ(!/ Ep A tf((/j - - _ �' E1GEN, l✓� w
<br />�VCENSFIS
<br />' :9 FLORIDA BUIIDiNG CODE Non HF h Veloe Fklrcicens Zon• SIX 3A: VCEN,e •.,� FLORiDA BUILDING CODE Non Mt h Veloci NuMcone Zon• NOTE FOR GOMBINAtION OF cFCTlowc: N0. 44167 iLORIDA BUILDING CODE Non Nf h Vsloc Hurrteom Zon•
<br />1. INSTALLATION ARE ONLY VALJD FOR MAX. A5.0. 's *:
<br />oaAo m ma AIa F+. NOTE F C 1. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D.fl
<br />- "M Imm .Ic 1+. TOP do BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING = e7INo TM'�0' "a f2' Q
<br />D. 44167 s 24 GAGE GALVANIZED STEEL STORM PANEL o N V. OR COMBINATION OF SECTIONS: DESIGN PRESSURE RATING (p.s.t AND PANEL LENGTHS �' 44T67 24 GAGE GALVANIZED STEEL STORM PANEL c-w ■r (p.e.!) AND PANEL LENGTHS a STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL a„I IN
<br />_ * *, * ) : * ; * :* 5 COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 %•O ' F r 4YTr c- = Z
<br />NOTE FOR COMBINATION OF - e/M/■N/ TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -_ ^� pH/27/amp INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 .ta' 1 L� InM/I610
<br />��$ -$ E _ IL ECOINc. aIE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W7 STATEOt?= _ GLOBAL PROTECTION PRODUCTS, LLC. z F''• - ---- GLOBAL PROTECTION PRODUCTS, LLC.
<br />E D. -EDGE DISTANCE i STATE O �_ GLOBAL PROTECTION LW 9 PRODUCTS. LLC. ? �' I L E C O ENc. OME MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4yH O -z f~ I L E C O IMc. arc
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE 's 9p'• F1 T), .- LR. e1 ■tRfET INSTALLATION. O F Ism 6.W. 51 anm /
<br />S .1` ORIO ' T • y,I� R S,y3,4 1L. .P '. 10R10 T�aND 6 HIN COMPANY` DENSITY OF O.SS OR E(R1AL. N ORAL E IWLEu Ha •awl LrrD ea .NY Ism S.N. 5, INNER
<br />SHEETS 9 R 70 COMBINED IN ANY WAY TO SUIT ANY . 0(` • •... 7 V 'etJ aW, a _. 3a wrw W.esa n mr 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4y .. n* a. - MA - w-a n ,rw aWE. FL wu 20-175 nMINTwa.. �2rs2✓ _ a sr s -n-a n. AF_ IWFE. FL 33314 Z
<br />INSTALLATION. / E>C1vM ,w : OrO�-1u-: mT n,-,w wKPc (A5F)�HNa rA,c (sxMn-HnsT ,S• ,..... mT_,m . H. am w-Ira, P1oc (wps-7sa. rA,t (IYNeI-nn n..'am m�ru . r.. , Oa m-,w PM.Ac t9a4)Ies-7540. MAX feY)--sm 20-175 Q
<br />0 , �� DR." Mx MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ! � EN w.rr-. O N .ewe-
<br />C-0o0■iH r - ,NNyN OIV•Ir10 Np
<br />DA-Omlll■ rn,r. r wa r PE. YAL/PAMNR/CR WAIU A iRIJT 8.. PE r aNat 1 .,a _I
<br />tA-000■71I
<br />DENSITY OF 0.55 OR EQUAL. FNfNB /fAWMSE/IA7{ Wk= A TUFLONIIILN,,.. P.E. -,a-w 1 N/INiMI /SeNAnIEJWTE wA,n1 A lltn 8.. PL n-w fH.LT ■ O U .1 eQt 4 d 16
<br />SHEET NO.
<br />SH 1.3
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