|
11
<br />I'IP- -I 1 1111 1 1 1 1'1 111 I. I ' I vl
<br />ON 12olift .
<br />aNarlE N,oNKW �--`
<br />3¢ FPMI.YE oN
<br />fQT W A 4
<br />I4NAto �. Y
<br />D�OMIEmRE f 1/''`
<br />I Ym.l
<br />1
<br />\E
<br />\ 1 /
<br />a
<br />WALL AND FLOOR MOUNTING INSTALLATION FORl�AarWL Awr
<br />PAMOL
<br />SPLIT PANELS ;oo am woomm" NM
<br />y- _ .._• • (r�,n.: °i°„�,oq i c t,. i�r°�"',o. ♦ 6ornar) - ._
<br />MAIOI, _
<br />MILLION - - - - . F
<br />DFaI San
<br />,• I• W/ IIWN1 AIM. = I - - \\ •!
<br />-t2) �Ift TIPmA IL i-
<br />Amur; A. WUDO W/ 2 ,/r ,••:
<br />mo� woo
<br />4 1 E2O. - - E rum wSQI \ NID
<br />... .�- .. t
<br />SCALE, 1/4 11 PF��1E�T������ � 4 1 1 I' •� I
<br />DETAIL I LA /
<br />VP�i1051, I w t oA I / Aw.w • � eoAmv a N" aan ��
<br />We/ I W.-
<br />si 3A3 e r OL
<br />YI,
<br />eaoi,E a awr
<br />I11AD ODCK
<br />2
<br />NG 'm r MI:4
<br />FIptIRI' AVM
<br />Pal_ -no -1.
<br />-
<br />R NM41 A NPt.
<br />to AI 11Aa, of
<br />N„L
<br />1
<br />-`
<br />21r.1/QM
<br />..Pr -
<br />IMF. MI-E
<br />:
<br />',
<br />(INAT-n A X")
<br />r¢uo,s i ♦ -
<br />f>Q1.
<br />T
<br />]
<br />(DIP. ,OP A IIOIIVFn
<br />SOLE 1/4'-1'
<br />VAL OMB)
<br />DETAIL
<br />A(A.2.aEA�
<br />2
<br />MULLION SCHEDULE
<br />0- MULLION
<br />SPAN (FI.) •
<br />REWIRED Yin.
<br />1iNBE MULLION ••
<br />4 4•-r
<br />2• . 3' . 11W
<br />/
<br />1
<br />y
<br />,•` ON MMem . A 9)
<br />'
<br />. aosaut
<br />sent; A A M
<br />aec,or ,. 3, •
<br />.
<br />• w''� Y.�.o� rr.`."S=DhI�".ar.�nE RATNc
<br />SECTION 1
<br />AL Tom° 5�*iEN 0R°�0
<br />MALE 3/5-t•
<br />KOR: YULUON CAN ALSO BE INSTALLED W/O STORM PANELS ON TOP
<br />OR BOTTOM 50 THAT If 6 LOCATED AT TOP OR BOTTOM OF OPENING.
<br />(ONE PANEL OPENING WJ TUDE TOP k BOffW
<br />- . 1 AG V
<br />HUtli
<br />1[i$TAw ION - ALTERNATIVE 1 W
<br />SCALE 1/4• - I-
<br />nw W We;
<br />c r .nla i
<br />-�W
<br />I
<br />err'mN y-y SPLIT STORY PANEL ELEVATION
<br />SCALE 1/4•-,' -R"Mw SCNE 1/6'.,-
<br />INSTALLATION DETAILS FOR REGULAR
<br />PANELSn AE 6A
<br />INTO EXISTING WOOD STRUCTURES
<br />�• 'I�.: ,/•+w,LMr•racv
<br />- - -
<br />�•Vwm.r�
<br />/r ,A. nARIN.
<br />;� F1oM W,WO I•AA
<br />�
<br />,/r ,1RDeR Ia1M•WN
<br />1 F�HFr .6m e110r1
<br />_ _ _ - _
<br />If
<br />( Y
<br />I�
<br />to RampIAE
<br />I
<br />T tl
<br />1aAa l"¢PIF16Nu
<br />I
<br />gIQT. ; N,E
<br />lO iAt
<br />I
<br />1 WALL MOL*VrMC
<br />RWALL A THE SW
<br />NA- SCALE- 1/4' - I'
<br />sec
<br />INSTALLA TNVE 2W
<br />SCALE. 1/4' . I'
<br />Mons:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.S. -72.0 P.s.f. AND PANEL'S LENGTH UP TO a*-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL.
<br />NOTE FOR COMRMIATION OF SECTIONS:
<br />TOP t BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />FLORIDA BUILDING
<br />CEWNG R FLOOR MOUNTING WALL Ar FLOOR YOUN11N0
<br />INSTALIADON - ALTERNATIVE •W IN3T_ E ATbNB -ALTERNATIVE NS11I
<br />(SECTION AT TOP IS LIMITED TO +55.5-97.0 MAX. SCALC 1//' - 1'
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCALE- 1/4• - I•
<br />> I
<br />rLpm
<br />I
<br />6 B-A � Al1/B
<br />I na N+m
<br />' ,p• w .oaW • .• «.
<br />- - ._ PYio wn. emI'�"uINM aml
<br />NG
<br />INUAUAM - sEenONw
<br />SCALE: 1/4' - I-
<br />CONpOTE ANCHORS COMPETE mICKOR FOR CONCRETE ANCHORS SEE SCHEDULE ON OHM Iv,
<br />a.now WOI SCREW SEE sFrT10N ON SHEET 16 '
<br />(SEE s 14) (SEE SCHEDULE ,fit 3'-� 1. a 1w/1s
<br />-i P«RED DOMCIETE 1/4, 2/4. 2AA/4. 3/4 OR 4/4 1, 2 i 1W/1$ - Y w..
<br />POURED coNCRET
<br />REOaIRFD
<br />; 1_T(TI i 1T iT T
<br />- TFf T !Tl i
<br />SONODULE
<br />(END wml" INTERIOR Amw rmm ►AEA) (EKG PAEL)
<br />��IAn I
<br />Sip FW�MA ,iL1N
<br />ro NRA16 'T10M
<br />I m GLASS
<br />/rAy /e�
<br />;fIMC Mi : fVR, d : "J3 2 O4�1RY a
<br />STD a 12 I/2. O.C. SmD 1 12 Ih OC AllitI$IIIIIlt�I111AI 1.11
<br />IS,JG�4YP.,• NAME 5/6• KK (GSE1/n. YN. .L 'it ,
<br />3' Sa (tA5[ '
<br />2 O.C. e i C.(( .. .
<br />(SEE DER. t/,<) N (SQ OR. 2/11 y - _ _ - _ _ _
<br />u
<br />,/,.
<br />L
<br />POLWm COI+CREIE (S�/1404)
<br />OR CONCRETE 4 3 3 I
<br />Ptoum r r
<br />A 2/4, 2AS/4. 3/4 OR 4/4 1, 2 a YW//5 1, Z k 1W/15
<br />f, ALTERNATE LOCATION
<br />-I ON LIFE SAFETY PANEL L-
<br />AREA W/No LIFE SAFELY PANELS LOCATION OF RIPE (SEE NOTE IBELOW)
<br />1.9. REGAIN PANELS W/ OR - - - SAFETY PANEL -J
<br />W/0 REGULAR tRACKS (SEE M I
<br />".:: SO W)OTE
<br />Ci% TO BE INSTALLED AS
<br />1 LAST PANELKEW
<br />COA"M ACHORS - / ,-.;: ;%
<br />,_. STO
<br />LIFE SR" PANEL OPENING SMALL
<br />(SQ cx OPTION 111 STORM
<br />IT 'a. POURED t02R
<br />Ti(Or
<br />)
<br />M'TArziLEHD T Vm F
<br />c.FL , _ROM INSIDE
<br />OM-
<br />ELEVATION
<br />WALL. MOUNTING INSTALLATION WALL AND FLOOR MDUNi1N0 INSTALLATION SCALE 3/32'-1'
<br />- SECTION 1 SCALE: 3/6'- I• - SECTION 2 SCAYE:3/8• - 1•-1/4'MGAUP ®®I 1 • 1 '/.aH•"�-j-
<br />NOTES ON lFE SAFETY STORM PANE, SYSTEM INSTALLATION
<br />LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END 7. L (FIRST DR PANEL) 1
<br />OR AS INTERIOR PANEL. (ANY PANEL LOCATION BETWEEN . B wIA vrTOR10R PAnEtS. B (ATERNArz LOCATI
<br />END PANELS)
<br />UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS -E NOTE ,) AT LTA PNE13.
<br />SEX NOTE ,)
<br />(W/ OR W/O REGULAR TRACKS.)
<br />2. LIFE SATETY PANEL CONSISTS OF 0039' GALVANIZED STEEL STORY PANEL AS SECTION B-B
<br />PER COYPONEM SHEET 2 OF DRAWING. SCALE 3/32--l'
<br />THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE MSTDE OF
<br />STRUCTURE.
<br />NLSNUNIN,1/
<br />SAFETY REPER S TOP TRACK TO BE COWOHFMQ! BOTTOM TRACK TO pN p,T11(/l2
<br />J. BE AS PER SHRED 2 OF TIPS . �G(,�•,..... ,, ✓
<br />BE CDMPONCOMPONENT
<br />OR FLOOR SHUNTED LL1KYING SECTIONS 1 t ''••�
<br />Y BE INSTALLED FLOOR M
<br />COON
<br />TAl Pam; (',ENS
<br />THIS . � F L
<br />2 ON T/IS SHEET, AS WELL AS DETAILS t t 2 ON SHEET t4,
<br />a?11,•
<br />FLORIDA BUILDING CODE NI h VelocityNurrfCGm Zone
<br />4. MLL LENGTH FOR COMPONENT®6 Ls'. =
<br />= :• �• X`1100. INC.
<br />,2mFP
<br />FOR COMPONENT ®ANCHORAGE AT BOTTOM 6 GIVEN ON * -
<br />MM. ANCHOR SPAC1acET
<br />ZO CAGE GALVANIZED STEEL STORY PANEL DAMP,' fF.
<br />14.
<br />SCHEDULES 2. SHE0
<br />" .* •'• a ---
<br />COMPONENT ®Wit r BE PERMANENT OR REMOVABLE - ATE
<br />5. SEE DETAILS FOR INSTALLATION INTO WOOD PRASE BUILDINGS ON sNEL7 15. m/le/aolo
<br />- l
<br />y'p OA p' (oENE. GLOBAL PROTECTION DUCTS, LAC. w,E
<br />31 STREET
<br />'3� FFiS ' t rnIIP oNAE . wRs
<br />6 FOR
<br />SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY THE INSIALLATiON OF 6
<br />S ONAI a. >w <L. r SPA 4KRsa R A,r wNDIE: (aS.)l-7w, NW: (66/KW2-676t 20-176
<br />I/�1 M
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO /�0 BANDS. :: OM m-AK Ar - SORB
<br />IS1•••xA •,-. , fRn m-,R, .
<br />4-°DI71.
<br />PE ATE WLTTR A TMD A. PE
<br />u
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />nW n 1TrY ,N,e _A(h A.(] -ICYA,AYrWR A• at
<br />NRNY.IMG
<br />(!QL n. N
<br />- j=
<br />C-&.
<br />� �I�IYKW
<br />INEM
<br />.53.5. -72m
<br />7'-5. OR LESS
<br />2 1/4'
<br />LOMTm
<br />I TI611, 5 ♦ 7
<br />♦351. -72.0
<br />17'-S' TO r-a* Yea
<br />2 3/4•
<br />UMPO.1LD
<br />I THRU 5 k 7
<br />.5sm. -rLo
<br />'r-r To, I1'-2' Y".
<br />2 1/7-
<br />• •D/NTDOVEIOAPS DM
<br />6
<br />+43.8, -460
<br />12'-4' OR LESS
<br />3 1/2-
<br />• MOLAT6 T H
<br />6 6 k To
<br />• SILTED W/ 1/4Y-MO Ss. Its t WINCnn AT 0~ A MOLEMPIN O PAND.
<br />nom owy FOR PANELS 6)k Q INSTALLATIONS AS PER SECTIONS I TI4-U 7- ON SNFE14 A k 61
<br />MAOMY AS.D.
<br />DESIGN
<br />M N.)
<br />MADAM ANCHORS SPNING, FOR ED. • 3 1/Y «
<br />APPLICABLE 10
<br />swras II t
<br />ANY OF o01TlPrMitlI1
<br />yaYRRRI PNCL
<br />LRCrN 1' (R.)
<br />TKCOM
<br />O TAP-GR1
<br />CAA -IN
<br />PAIELMTE FOWL O
<br />I'A1RYArz RUB
<br />m "WRITE
<br />C�
<br />ro CONCRETE
<br />CONCRETE
<br />RACC,
<br />ro CONCRETE
<br />am11G[1E
<br />TO CONCRETE
<br />comm [
<br />ToCONMW
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />e•
<br />N/A
<br />r
<br />AAA
<br />I'
<br />N/I
<br />I
<br />/•
<br />3•
<br />N/A
<br />N/A
<br />6•
<br />r
<br />6•
<br />r
<br />6•
<br />6'
<br />1 (BOTTOM)
<br />6'
<br />M/A
<br />N/A
<br />N/A
<br />6•
<br />NJA
<br />6•
<br />N/A
<br />r
<br />N/A
<br />2 (70p
<br />6'
<br />N/A
<br />N/A
<br />A/A
<br />61
<br />M/A
<br />5•
<br />N/A
<br />5'
<br />N/A
<br />2 ImarraO
<br />.55.5, -72.0
<br />a'
<br />N/A
<br />%/A
<br />NIA
<br />/•
<br />N/A
<br />6-
<br />N/A6'
<br />N/A
<br />3 t { (iM)
<br />7'-S' OR LESS
<br />OR LESS
<br />r
<br />r
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />•'
<br />6'
<br />a'
<br />6•
<br />3 (Milt„)
<br />6-
<br />M/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />/•
<br />N/A
<br />7 (TOP)
<br />6'
<br />5•
<br />N/A
<br />N/A
<br />r
<br />6•
<br />6'
<br />6'
<br />6'
<br />a'
<br />4 k 7 DTOTTGIO
<br />MIA
<br />N/A
<br />,2 ,/2-
<br />6 1/<'
<br />,2 1/2•
<br />6 1/4•
<br />8 1/••
<br />6 1/4'
<br />6 1/4'
<br />6 1/4•
<br />3 (TOP/BOTTOM)
<br />SEX °HEMS 10 ♦ 11 IN AIDIOIM TYPE ♦ SPICM FOR INSO4LATION" 9110 AWa) FOR[ 1R"DID
<br />IOOMI ANCHOR SPRIGS AND MIMMUM EDGE OSWVrE Aft INDICATED I THIS SOEpAL FOR EA LESS
<br />THAN IDCATEO ON =4101A4L MM ANCHOR 1PACND R /aAtWaYP" SPAOM SGOM ON SCnEOILE R
<br />1w FOLIro FACTORS. FOR T16 OPE arm„ TO R Pp9R-t: REDUCED SPAIO CWURED Uwe FACTOR
<br />roll Nor K Lp1 THAN MAHMAM W.Cm "OGIm FOP UPI ANCHOR ,WE AT A oomm; ILQU9.
<br />MOOR TYRE
<br />IA/601
<br />1/4,
<br />a i,P#
<br />1/IYPLUS
<br />1/4'A
<br />idR
<br />-. 1/�•.-
<br />OwK-w
<br />_.1/1'•
<br />6ao-ar
<br />r" MDo WALWa (.)
<br />]
<br />3
<br />3
<br />3
<br />! ,n
<br />3
<br />ACUL Im p ff 3E•Rb
<br />Oe1911
<br />I yr
<br />3s
<br />-W
<br />- I -
<br />-
<br />-
<br />]yor
<br />t/<• La . 5/r UPC WdS NUMM W/ INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />n A
<br />PANEL U W°s M.S. °'A o 1 `4'
<br />PANEL 12310TIG W ro !'-o' AM a 1/1. O.c.
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />FOR U:p W UP TO r-r w. m 914-10
<br />PA/EIAMTE POwZ O 0R PAHELMVE PLUS O
<br />C. NIM I In- MF. THIRFADED
<br />1 P ro HERDER FOR ALL L,OICI16 UP
<br />y
<br />r e wa
<br />1 !
<br />f
<br />i
<br />Uc"p"•WAs�•r°c'
<br />10'ble,M ,mI 1fi,DR
<br />�i
<br />A
<br />_
<br />III
<br />1
<br />I
<br />4
<br />�-f
<br />�.I
<br />L\ I 1
<br />A
<br />�'•'•�~•
<br />- /6vy3,PaW
<br />n, Ij(n e - 0.c
<br />E0f
<br />I ill
<br />.il 1
<br />1
<br />\
<br />EOI
<br />..
<br />EC;
<br />/
<br />E01
<br />inu'�pp1 i ,1 -
<br />� �
<br />'
<br />�
<br />11006 OWE.
<br />1 lAm Inca
<br />I
<br />1 -
<br />"FID"m
<br />� ILDIARm
<br />I
<br />I
<br />I
<br />ALTERNATM 1W
<br />ALTERNATIVE 2W
<br />1 LC
<br />SCALE 3/8.1•
<br />SCALE 3/MI-
<br />I
<br />I
<br />I
<br />6E[
<br />I
<br />ON 1 I
<br />T.
<br />I
<br />1
<br />scmiw1
<br />w a I ''
<br />OR AooUId
<br />UXIM p
<br />- FOR M O� i : �p�/ i
<br />FOR wL I
<br />5EPMAMOM I
<br />I iM Mlr�i
<br />I romp.,
<br />m Q/65, i
<br />..
<br />I
<br />ED
<br />}"
<br />I
<br />1
<br />EEQ
<br />QI
<br />I y
<br />I
<br />ED F I
<br />I - -. -
<br />ED
<br />f
<br />) II .i Or
<br />ED 'r
<br />ED , I E01
<br />1 1/2.
<br />1.
<br />_. _.
<br />ED,
<br />... t
<br />7w
<br />r
<br />, � I,
<br />III 1.0.. 5/r IDNO BRASS BIl/4'
<br />A�1/•'P >S3/n.'•�
<br />Sa75 7
<br />ROaO nN[
<br />1'.
<br />W/ 1/LAYL LEMO IS P T ♦ e ' A O6
<br />FOR PANG Le LP m S-0' 6
<br />4 t.•L •Are • r 0.
<br />,/4• o.c. Eta LENGTHS Ir w s•-a• ,ba
<br />L04 41,
<br />I PA dilva FOWi O OR
<br />/1.-to
<br />Ti4 PAMawrz R S• u ,/z a sAY H,ALTERNIATM
<br />TMRJDFD PENIERMTWN AT
<br />.. _
<br />•
<br />ALTERNATIVER71
<br />AHew
<br />1R0111D1NI OF AH3TNO WOOD PLATE FDR
<br />2-0- YD
<br />ImemM DI 141E
<br />$TUNE 3/e.,•
<br />SCALE 3/6-i-
<br />ILL LAMITH6 UP m W-r Mr.
<br />FRAME
<br />DIRECT Ma1.l
<br />: SHUTTER T493G NOT SHDW FOR CLAIM
<br />O�LLATION_NIALLATIONNOTE
<br />SCALE 3/•-13/Ml'
<br />SCALE 3/8-1.
<br />~"p PPaF
<br />IDIEI:
<br />Tt
<br />P� wT✓
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH 0.S.D. DESIGN LOADS
<br />•B
<br />'ENS �'''�
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-B'
<br />pA;:
<br />1�•: J F
<br />FLORIDA
<br />BUILDING CODE NI h Votoofty Nu
<br />tons Zone
<br />2. FOR NEW WOOD FRAME CDNS'TRUC71ON: WOOD MEMBERS TO BE SOUTHERN
<br />16
<br />mm9 "Um INC.
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_
<br />s N0. L �f =
<br />20 GAOE GALVANIZED STEEL STORY PALL
<br />9 n,
<br />_
<br />ST DF -' - L
<br />T O
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />01
<br />NOTE FOR COMBINATION OF SECTIONS
<br />o'•
<br />1 '• FL A1D�--
<br />EI (,a ENE.
<br /><M er. 61 sYR-7
<br />arz:
<br />TOP t BOTTOM MOUNTINGS CAN BE
<br />O. '•.
<br />'.� FS '•((,
<br />• •.{�
<br />Ne NEmw COMPANY
<br />e. r Me. nIRW,.•WWa , R,r
<br />:
<br />aOE. PL 33314
<br />20-176
<br />COMBINED IN ANY WAY TO Sl1R ANY
<br />FiW-S;� R
<br />w•• P"D nrwe ..-: PAR m-+m
<br />eOM r
<br />aM"°D Iv
<br />INSTALLATION.
<br />Ft= III 1
<br />SM7 11 R >t
<br />STUDS O EVERY
<br />OVERLAP
<br />IZL'AETOHODL
<br />►a:SEE i SEE INIERHOR PANEL END PANEL
<br />ANCHOR, ANCH"
<br />OR D1KCT MOUNT SPACING SPACING
<br />IL I a WALL M;UNTINGINSTALLATION TO SCHEDULE
<br />A.S.D.MAXIMUM DESIGN PRESSURE RATINGAND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (1
<br />INSTAUATIONS INTO CONCRETE & CONCRETE•STRUCTURES
<br />1ra", ALTERNATE
<br />AT LOCATION
<br />PCAANI N 8
<br />STUDS O EMERY
<br />OVERLAP
<br />(12 I/2. 0. C.)
<br />tD L10LO PANEL
<br />5/8' YAY (CAST! H
<br />3• YIN,. (CASE /) (----- - - - T - a 1
<br />I I
<br />I 1
<br />r
<br />1
<br />; II
<br />1/4' SEE ; SEE 111 INTERIOR PANEL END PANEL
<br />OR B SCHEOut '{' DULE 1
<br />- SCHE/2 FOR 3•
<br />Mm ANCHOR Moa ANCHOR
<br />SPACING SPACWC
<br />-3' Yin.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SCALE 3/Ir . t' --
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING R f) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "LA` S&HEDULE
<br />fAPPI., ANc Y m mCYvu. 1 8 2 ATFO FOR iT3N= Srom PANE,
<br />SYSTEM ON SNEET 131.
<br />MAIWOY ASD.
<br />DESIGNM7W0 �.T-
<br />VACOI
<br />O TN-W
<br />ow-M
<br />PNlLMINT ITAP E O
<br />M D.MWOE n16
<br />APPU],ALE To
<br />"Im1l;MITaN
<br />MAIDMUN
<br />LEM6RI .LPA`Ei
<br />ro
<br />CONCRETE
<br />�
<br />10CIEW
<br />to
<br />w
<br />COMGLw TE
<br />CONCRETE
<br />KM
<br />8-
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />I t 2 (TOP)
<br />55.0. -710
<br />9-
<br />T
<br />9'
<br />9'
<br />9`
<br />9.
<br />9•
<br />9-
<br />9-
<br />9'
<br />I (BOTTOM)
<br />5'-0' OR LESS
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />8•
<br />N/A
<br />1 t 2 (TOP)
<br />+55.0 -72.0
<br />9•
<br />5'
<br />9•
<br />8'
<br />9'
<br />7 1/2'
<br />9•
<br />9•
<br />9•
<br />9'
<br />1 (80TTOY)
<br />S'-0• TO 7'-r
<br />+55.0 -72.0
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />I t 2 (TOP)
<br />9•
<br />4'
<br />9"
<br />8"
<br />9'
<br />8'
<br />6•
<br />6'
<br />B•
<br />6'
<br />t (BOTTOM)
<br />NAtmmuo ASa
<br />P"Csw E DESPI
<br />MT NB
<br />I (SRO to S/r W. FROM MPOFMRD
<br />DIE I CM Y Ma FROM TOP OF A1RL)
<br />APPLICABLEt
<br />SECTIONS
<br />NEMATUO
<br />MAXIMUM PANEL
<br />LENGTH 'L' (k)
<br />D -
<br />-
<br />TM
<br />+49.2 -61.5
<br />3• }•
<br />• 1/2• 4 1/2•
<br />2 (BOTTOM)
<br />7-6' OR LESS
<br />.521 -66.0
<br />3- 3•
<br />4- 4-
<br />2 (BOTTOM)
<br />7'-6. OR LESS
<br />.55.0 -72.0
<br />2 1/2' 2 1/2'
<br />4• 3 1/2-
<br />2 (saytOM)
<br />r-6. OR LESS
<br />*55.0 -72.0
<br />2 1/2• 2 1/2-
<br />1 N/A N/A
<br />2 (BOTTOM)
<br />7'-G' To 6'-o'
<br />.55.0 -72.0
<br />N/A N/A
<br />3• 3•
<br />2 (BOTTOM)
<br />,NAxrA AaD. S
<br />AIta1RL PARP"
<br />(W.)
<br />r.. Pn4 +ARn,
<br />ONE 9D:10H6)
<br />YF,Ato 9"aIA+T,O.
<br />TO FLAW
<br />OONOfRI
<br />.eaa -Tan
<br />r-6•
<br />2 yr
<br />uNWa,m
<br />SEE SH IET 15 FOR MOCK TYPE k 1PACM FOR R6TNLATCnS Nit WOOD FARE $LMAMa
<br />YPIIIAM ANCHOR SPAC°g6 AND MNYW EDGE O ANCC ARE NDICAnD OM THM SCHONALF. FOR
<br />E.D. UEn THAN NWATED ON SCHEDULE REDUCE ANCHOR SPAONG N MULTIPLYING SPICPIO
<br />SHORN ON WHm1RE by THE FOLLOWING FACTORS. FOR TINS OPERATION m K POSS18LE,
<br />A11MAJO D SPICING MAIMED USING FACTOR SHALL NWT 8E LESS TIMN .RNR,M swm
<br />INDICATED JOIN EACH ANCHOR TYPE A ARCWRS LEVINO.
<br />1/0.
<br />1/4.
<br />1/4'A
<br />1/P.
<br />1/41
<br />now TYPE
<br />/IMF
<br />►
<br />DlOA1
<br />O WelWi
<br />DYM-IN
<br />a ADaR w cm O.)
<br />3
<br />3
<br />]
<br />3
<br />2 1n
<br />*A--Od
<br />3
<br />J
<br />3
<br />3
<br />3
<br />„LA-4 Y (At)
<br />3
<br />3
<br />3 ,J2
<br />3 1/2
<br />ACME 916 bra OMMO
<br />FMM
<br />-
<br />Job
<br />Y
<br />_
<br />: 11.
<br />-
<br />m
<br />r
<br />p�:VcENSF'✓,�
<br />No.44167
<br />BUILDING CODE
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS (1) & 6a1 INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VAX ONLY FOR PANELS Qt Q INSTALLATIONS AS PER SECTIONS I TNAV 10. ON SHEETS 4, 5 t 6)
<br />ANCHOR
<br />FIDMILE PM
<br />A.
<br />'HEAL A...
<br />�
<br />�'uCENSF l✓�
<br />FLORIDA BUILDING CODE (Nigh VelocityNu
<br />cons Zone
<br />* ' NO. 4167
<br />'.
<br />O1m6 nTao. ♦ C,
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />FP W.
<br />>f
<br />E ��
<br />p1/'nB10
<br />•
<br />� 0 ••. R
<br />z (ct 1 ADP
<br />__
<br />TL
<br />E c o__
<br />GLOBAL PROTECTION PRODUCTS, LAC.
<br />Am IOW. °,
<br />t:
<br />s iA StS�A • • V
<br />I/NI V I,
<br />/
<br />/
<br />I.ET
<br />lM M- ♦ a rA M�I�tlaOPn „M".PA PH MLA ")Be 76M AIL s(m•)te0-67n
<br />r : PN ni-,6s w.. peq LAN-,",
<br />20-1 76
<br />AN E SiIA//A1HIA7l,Rf/O:Yrz
<br />ch-
<br />1 A O�WTi1
<br />Mw•Ar r as �rIM M
<br />PL w n-eR
<br />OMiF Ib:
<br />no
<br />,,,
<br />SIt-T / Ole
<br />Y1W1RM
<br />IIARSRR4 ANptKR SMG'10 FOR CD. - 7 t/2• «
<br />ASD. DESIGN
<br />TKOON
<br />OF TAP -CRP
<br />CALK-N
<br />PANEUM7E 1ELWE O
<br />PNEIAMIIE PLUS
<br />9010 SET
<br />IPPUCJAL w
<br />SECIIOIIS I k
<br />IMRWM PANEL
<br />PAEs4{K
<br />MTN6
<br />ro mYcuTE
<br />m
<br />CONCRETE
<br />BLAGR
<br />m CONCRETE
<br />w
<br />CONCRETE
<br />SACK
<br />ro rnNe+ETE
<br />m
<br />coNrurE
<br />-OCL
<br />To w<aETE
<br />ro
<br />coNeRETc
<br />RDCN
<br />ro coACRErz
<br />ro
<br />eoMenETE
<br />■AL'K
<br />ro coMCWEt[
<br />ro
<br />CONCRETE
<br />BOON
<br />ANY COIRaMTWN
<br />O THEM
<br />tXiHGiN 1• (IL)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6-
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />8'
<br />6`
<br />r
<br />r
<br />9-
<br />6'
<br />N/A
<br />N/A
<br />, (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />8-
<br />N/A
<br />8'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />S•
<br />N/A
<br />S•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5, -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />8-
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />} t 4 (TOP)
<br />>r-S• TO 8'-8-
<br />� LESS
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />b•
<br />6•
<br />8-
<br />6•
<br />6•
<br />8•
<br />N/A
<br />N/A
<br />J (BOTTOM)
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />8"
<br />N/A
<br />8"
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />S.
<br />S.
<br />r
<br />b-
<br />6•
<br />6•
<br />N/A
<br />N/A
<br />< k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />B I/<'
<br />12 1/Y
<br />8 1/4'
<br />6 1/<`
<br />6 1/a'
<br />6 1/4'
<br />6 1/<`
<br />N/A
<br />N/A
<br />5 (T1,W/BOTTOM)
<br />60.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2'
<br />8 t/4'
<br />12 '/2•
<br />6 i/4"
<br />8 1/4'
<br />6 i/4'
<br />B 1/4'
<br />B t/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />B'-6' TO IV-2'
<br />56.0, -72.0
<br />N/A
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 t/4'
<br />N/A
<br />6 t/4'
<br />6 t/4'
<br />8 1/4'
<br />6 I/4'
<br />N/A
<br />N/A
<br />6 (TOP/80TT0Y)
<br />8'-B' TO 71'-Y
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />8 1/i'
<br />6 1/i'
<br />8 i/4•
<br />S. 9, 10 (TOP)
<br />4Jm, -49.0
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />6`
<br />6 i/<•
<br />8 1/4'
<br />B (BOTTOM)
<br />OR LE55
<br />6-
<br />�4-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />8-
<br />6 ifs'
<br />8 1/4'
<br />9 (BOTTOM)
<br />12'-4' OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/1'
<br />6 I/<•
<br />8 1/<•
<br />6 1/<'
<br />10 (BOTTOM)
<br />SEC -NTEC t0. Ii AND 12 FOR ANCHORS HYPE t SPACING FOR NSIALA7WN9 1Mf0 YIOOD FMAIE BIOD11a
<br />,AHYAY ANCHOR SPACIgS AMD IR1M61Y EDGE 06TA/1O ARE INOGTTD ON lw SCMDM[. FOR EQ LESS
<br />THAN INDICATED ON 7CIEDIAIE REDUCE ANCHOR SPACINGeY YL0.7PLYIN6 SPACING SOWN ON SCHEDULEry
<br />THE FOUDYNG FACTORS. fpl 11.6 OPFlY1T10N w IE PO$Sb1E, REDUCED SPACING 08OrED tbgD FACTOR
<br />SIWi NOT K LESS O,AN YW-RM SPvtaN6 IIQENED TOP CAW ANCHOR HYPE AT AMP10114 lL0EiN0.
<br />AYIOA irR
<br />t/a'.
<br />WPGIM
<br />,/4•R
<br />a ,lP-w
<br />t/41
<br />1'g1O"'�
<br />1/<••
<br />RM�nM°►
<br />//<9
<br />NY•lFel
<br />t/4'.
<br />sago-aEr
<br />le. MIDos sNwRO OY.)
<br />3
<br />3
<br />3
<br />3
<br />: ,n
<br />• •mNNrr.a o-,MM, LY.)
<br />3
<br />3
<br />]
<br />3
<br />]
<br />] ,p
<br />RI. Asy ewa er. B.)
<br />]
<br />3
<br />3 1n
<br />3 1/l
<br />] In
<br />AL7AIAl fa 6� 6EB•ED
<br />FACTOR
<br />21/Y
<br />,m
<br />u
<br />-
<br />3,
<br />INSTALLATION
<br />,X
<br />DETAILS FOR REGULAR PANELS
<br />INTO EXISTING WOOD STRUCTURES
<br />n AE CIA
<br />II 1h10 PANEIANTE PLUS'y
<br />- - It 1 4' O.C. W/ 1 7/6'
<br />I' II-10 PANE1lNTE PLUS
<br />'ICI - - � 6 1 /' O.G W/ 1 7/8•
<br />`-
<br />14-t0 PAFE.LANTE PLUS
<br />�-� 6 1/A- O.C. W/ 1 7/6'
<br />III PO4C�M7tOM ro
<br />W000 HIEAOEA
<br />� PE}R7RAT,01 w
<br />I D3SnNG HEADER
<br />WOOD NEFp I
<br />'I
<br />TFNEWEp PE3ETMI,ON w
<br />EK6DNG WOOD KAM
<br />F)45TING
<br />WOOD
<br />REOUWt9A
<br />..II
<br />YREOUWD---
<br />WOOD HEADER ?I WOOD NEWER
<br />'�
<br />L2'
<br />_ REQUIRED
<br />SIT SOmaE ON
<br />SEE SO�IAE ON
<br />I SEE eO�YAE 01
<br />1 MEET a
<br />FOR MIA
<br />MMEET a
<br />mR - SEPMNi1W
<br />WEEr s
<br />spl Hea tuNot T,OM
<br />TO GASS.
<br />ro d.Pai
<br />IM ro WA¢
<br />TA._
<br />Mm. PANEL LENGTH
<br />(SEE NOT[ 1)
<br />YS W/ 7 /••• •
<br />- MPa PANEL LENGTH
<br />,/.1-2oR, sc (SEE NOTE t) ,/.•�76M,• ii
<br />MOM- PANEL LENGTH
<br />(SEE NOTE 1)
<br />3/lr WM IIUt
<br />'
<br />J/
<br />• kLRf QSWNK
<br />•
<br />3011
<br />woo
<br />or
<br />MAX
<br />II''IEw3
<br />`
<br />/
<br />, -
<br />�t. �. lYBN SRD • �
<br />4,/roe
<br />! y
<br />E'IO .+ • 12 I/r OL.
<br />�L
<br />EO .:
<br />e!O M6 •
<br />Is,l;'nc.1. 1
<br />L.t/•
<br />i RAG W/I 11
<br />'/2'
<br />2'.4' WOOD PLATE '� _ Z'N' WOOD PLATE __ _
<br />ih10 PAMELiMrz PLUS REouEED
<br />M:OtIIRED
<br />2'..' W000 PLA
<br />IE OUSED
<br />MM. THREADED
<br />PENETRATION
<br />O e 1 4• oPEMET IM/TIOM i8•
<br />ND WIDTH OF PRATE
<br />.I 1�CONI.
<br />_
<br />OF AATE
<br />STAGGERED W/
<br />• J. - -
<br />- DtBEADEO' ,'/Pp/�IM ON
<br />n A&M JATIION
<br />_. .-.-it - L• = AT MIDWOTH OF PLATEDIRECT
<br />RPM DIRECT MOUNT
<br />SCALE 3/6-1'
<br />1 0 INSTALLATION DIRECT
<br />MR
<br />bodOUNT
<br />1uw
<br />INSTALLATION
<br />SCALE 3/8-1
<br />SCALE 3/e.l-
<br />N5 FOR ALTERNATIVES STY• 9W t TRY ONLY VALID FOR-aY,MnH111NNlq,AITH
<br />A50_ t)ESM,N LOADS UP TO 4J3.8. -49.0 p.a.l. ANO
<br />EPM
<br />N 12'-4'YOODFRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN�'EN,
<br />r'��1�A:TIE(jGTHUP
<br />W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />�: V F
<br />FLORIDA
<br />BUILDING CODE (High VelocityNu
<br />[cans Zone
<br />NO7F FaR cnMesaAT1DN IY e_FCTIONS;
<br />;
<br />? No. 41 ; *
<br />6202o nTEOD. ,,c 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wnw n:
<br />TOP t BOTfOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />*
<br />;='�j, S•
<br />'�>•'• �,
<br />GLOBAL PROTECTION PRODUCTS, LAC.
<br />�L EeoINC.
<br />m/la/2o16
<br />DATE
<br />iNSTALLATION.
<br />A /
<br />y,Ot •. 1 RlD J
<br />'•yFSS! p EN
<br />TES sR t PI-N Me ANY
<br />"PAR) aoM"OmA „SALT
<br /><em SW. sI IRIE'
<br />am. R MI.
<br />P aIE (Ea)aa >5.6 sAi Ne<)1R an
<br />2n ..c7w
<br />AIIFF/111
<br />HH1Y1 �y9 tm
<br />IRTR w TSiD A_ vE
<br />17
<br />fNRI„ 6E et
<br />INSTALLATION DETAILS
<br />JAL. LAG sPEve • r as W/
<br />FOR OPTION f t FOR
<br />INTO EXISTING WOOD
<br />LIFE SAFETY STORM PANEL
<br />STRUCTURES
<br />SYSTEM
<br />',
<br />_ I
<br />- , ,/2 Mn. ,leWAp® PE'K11MtWM
<br />ro E"S1NG Wood HrA001
<br />' - II•I
<br />�
<br />, I
<br />t
<br />d
<br />41*m lip
<br />I
<br />EJ -
<br />oR
<br />EO
<br />I I
<br />STUD 0 r 7 1%i R'ac.
<br />wow HEADER
<br />i
<br />ALTERNATIVE 1
<br />ALTERNATIVE 2
<br />(1/r 12 __
<br />HIS) (Sa't
<br />1 i"." tILY61E F
<br />f0 • t2 1 O.0 g
<br />II. t/+4)
<br />A7S
<br />91 SCHEDULE
<br />YW I.
<br />FOR loop.
<br />SVAMTON
<br />I
<br />1 p
<br />To awts
<br />I r
<br />E01
<br />EO 1
<br />�1
<br />+
<br />I
<br />I
<br />_
<br />EOi
<br />I
<br />EO
<br />0
<br />p7p
<br />WOOD PLATE
<br />, •
<br />1
<br />. .!
<br />WOOD PULE
<br />REQUIRED
<br />- .
<br />1
<br />iI
<br />8 eaa
<br />ALTERNATIVE
<br />3
<br />ALTERNATIVE 4
<br />7•.f rz
<br />RROURm '.I
<br />1/49 LA SCIE1.3 1 r O.C. W/ 1 t/2'
<br />Mn O.4/r M 111MTON OR
<br />/4�. LOIN eRw03 -O" r/
<br />1/4•.-20
<br />mr Ms . a' Om I ALTERNATIVE
<br />WOOD FRAME CONDITIONS
<br />A: ANCHOR
<br />o Eu
<br />t Js'•-20 ►ANFLwT[ FOWE � OR
<br />LOCATIONS
<br />YHRI'Doo PLUS 1 r OA W , 1/2• Mn.
<br />t16WADm POEIMOI N YO Pam
<br />SORE• ur - ,•
<br />PANE
<br />MOH SITYROI TWAC16 NOT STOW, FOR LAITY
<br />WALL MOUNTING INSTALLATION
<br />A"'tAN
<br />ALTERNATIVE
<br />t WI+G`?'p•
<br />'
<br />sour: 3/r - ,•�3a:
<br />J
<br />' 7 L
<br />FLORIDA BUILDING CODE (Mph Velocity Hurricane Zone
<br />XCIIS
<br />. * .-
<br />exmo nTEoo. Pn
<br />20 GAGE GALVANIZED STEEL STORY PANEL oltw
<br />I. 0WAUATIOS ARE ONLY VALID FOR NAIADS WITH ASO. DESIGN LOPS UP TO
<br />.W 5. -72.0 Pa AIR PAEL'S LENGTH UP TO W-r.
<br />4'• ST OF W
<br />= 9 •. FL R+O�``
<br />,1 O•C((` •
<br />>
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