|
e
<br />AaR ArHOIS
<br />mm" m
<br />ser,aan
<br />CDM.VK ACr,ow•
<br />OR SPIN=
<br />N INIm5&n
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR �1°"a""'
<br />;:pLlT PANELS Fir RR•.
<br />mNa,n• AEy1Nlf aR a,snoat m
<br />r a-- - •Mlaan -
<br />�� x ~..
<br />Mao.' ��. 2 \•- -� . ® _ NI,•. iO► • a01pW � C I \• (T• TOP a fnl,M _ _... _. 1
<br />, r. 1• ,• � � , � j � I 2
<br />i 1
<br />1 -.•�-- ul 4,r• wool a. t• I .
<br />R alIR0o1 r 11/1'
<br />I 1 mE T-
<br />X WALL N 4•, ir, r,P n e/,r• RHaN t (
<br />, r APPLKYiBIE z, - t• S _ - T -- OwaklE a o,)ur J. r/ : V4•
<br />) ® A�N� E=0- - x
<br />�w
<br />, / t
<br />1 i DETAIL t\ i
<br />A.•�mo ,� __� rAIA. • Is a,>r•A a AM Gran `�
<br />,w "'iai,IW"�rE•o:rE n+�i NG _ i _ _
<br />A
<br />I
<br />N. Yr,OLR ►/ a , ._ "-'•T �-• 1a. i 1 � I � � I
<br />I i i ir•"/i i t o.c r � eploe°EI'Rr'n °Maaui° � r' Eo I II (
<br />O � `�
<br />Cj v •M.o��r�c�oo w"`a'[ w�aa - - - � '�,a•. Pau � ,s
<br />AtrL .Wwf
<br />I WQ'�1 ESA]-x N[0,7 ,ne - Sn• T' 2• Yo MY,G AM • 4¢ M61aM 'YIm.L .--
<br />] lM. TO, a ear,OO I
<br />l i ` ELEYlLTJOiI SECTION Y-Y �\ SPLIT STORM PANEL ELEVATION
<br />( •, SCALE • R'-1' n�-11 ,a SCALE IN•-r SCALE ,/e•.t•
<br />wAOENL a aw YUAa�i
<br />'. 1 ' ; � = tNL m,•PI•., rl1LLN]N SCE�IWLE
<br />MN. MULLION
<br />SPAN (n.)
<br />REQUIRED NV,.
<br />TUBE MULLION
<br />4'-S'
<br />2' • 3'
<br />• 4•
<br />a 1.4•
<br />• a •I
<br />RATING
<br />�waR
<br />N6N r' t R Neu a
<br />.r., -T•J Par.
<br />,.]a.
<br />•
<br />w1M•'">1�I MY.i�ora ws_[.:1]<SIpIF PNESMIRE
<br />SECTION T - VARYL0. A�eLT LtcNc ORIENTED
<br />SCALE 3/6-1-
<br />NOTE MUUJON CAN ALSO E PWALLED W/O SIgA PANELS ON TOP
<br />OR 60RDY SO THAT R B LOCATED AT TOP OR BOTTOM OF OPENING.
<br />(ONE PANG, OPENNO W/ TUE TOP a BOTTOM)
<br />0
<br />1Htiwmarce•
<br />I
<br />2
<br />i
<br />WALL AdOUkT=
<br />I
<br />I BISTALIATION - ALTERNA n SW
<br />SCALE. I/a. _ 1.
<br />oRM"a
<br />♦w+qW!�
<br />INSTALLATION - ALTIANAMM 1 W jr$iN. am rH a WNa
<br />'- MarlWrs wM[
<br />SCALE: 1/e - I•
<br />SWALLA TIVE 2w
<br />SCALE I/e - 1•
<br />No. 44167
<br />PL
<br />L14
<br />a • E A • • 1 :. : -
<br />a±m:
<br />rm MIS muss
<br />ROTES
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-8'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />FLORIDA BUILDING CODE h V•1«I NurAcc" Zon
<br />`am YXIECO' MC.
<br />20 GARS GALVANIZED STEEL STORY PANEL
<br />.p
<br />Olv w.
<br />ar/0AX
<br />O
<br />CABAL PROTECTKN PRODUCTS, U.C.
<br />°'�
<br />IL E�C INt .
<br />4aA Er. 6t ",
<br />7s a r�it tNYfer-arr
<br />a. a Na .�..,�i°w•'"'Ea,.teegw
<br />20- t 76
<br />rm nl J» Fb! om m-,w
<br />.
<br />a r w r r. r - r
<br />NMINNG M•
<br />QULING Aug moma!!4 1XALL A FLOOR 61011NTING
<br />tN3TAwTNkI - LLTERNATIIVE AW JNSTAWT m - LLTFJIN►Tt1/E
<br />(SECTION AT TOP IS LIMITED TO +55.3-67.0 MAN. SCA6F. I/a• - I-
<br />SW
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCML- III- - I•
<br />R . i •.
<br />,mo A ,s ,� �
<br />WHWIWm
<br />- r.A
<br />m ANN walm
<br />P•IRIPIa. a00 OiN16 w3
<br />FLOW MOLYIIM
<br />1HSTAtLATHk1 - SECTM YW
<br />lCA4E• I/4' - 1'
<br />FLORIDA BUILDING CODE (High Velocity Nurrlcone Zone]
<br />"ICAO "LIEOO' PO
<br />20 OM GALVANIZED STEEL STORY PANEL
<br />�`P, w:
<br />J IL E C O 1Ea. \GLOBAL
<br />PROTECTIONCTS, U C.
<br />GNL
<br />•wo ESTIArt
<br />r. a, AIEn
<br />T'LL+ s, ,•R. r rRr area n a,r
<br />20- 176
<br />�-��
<br />PLOD N6.16AE-TSN, rlLr'tas•Ms-aMr
<br />Lee am_
<br />-. r �� r• o r rr ra
<br />0WWNHG NW
<br />COMORM ANCHOR CONCRETE ANCHORS FOW COMO IT ANCHORS: SEE SCHEDULE ON SECT I.;
<br />NOR WOW SCRM SEE SEC:aN O, SHEET 16
<br />(SEE HIESi 1 � TEE HWET I.)� '_S'- 1, 2, tw/15
<br />_I POURED CONDOM
<br />.500EOLrm _SOD'
<br />- - -- - - -
<br />PowIST CONuwT[ ( ,
<br />IwOEED
<br />\w ( a•1 �N " �.
<br />14
<br />y: r g
<br />Ira TwSWMtoN T YFD" Min To Gum
<br />TON i
<br />AE RbG IUTI ar EyERr a 7'w•"]Mir [Jft ✓� �r
<br />S"0. 12 ,EVi pt
<br />I _ /s'N,F WOH6E S vs, I" SCAR ) - 1 1'•at' YYJwE
<br />1/r MY
<br />(set on. t/,I)l I To �i tit t' o.G a' NM,. (CASE .)) g TO•W�2 t�n•Mofi
<br />(SEE GET 2/11) i
<br />I
<br />Pmem DoNmmi A �7
<br />an CONCETE 1 !
<br />SLOCII, WALL
<br />r iI r
<br />W/15
<br />�.:. I I N LIFE SA LOCATION
<br />Al W LIFE SAFETPANELS PANELS _J , LOWTTY L L..
<br />- _.. 1.• REOLREG PANELS INKS OR SAFETY
<br />NOTE
<br />1 (SEEE-••I
<br />LOCH
<br />-- -. - - - . - w/D REtO1W) iRAt (SEE NOTE ,
<br />AMC)LOK BELOW) a LAST PANEL ti? TO MWAlED AS
<br />(SEE 'TCHIEOLAE OR - LIE SAFETY STORY Phil OPENING SNAIL
<br />6NEET 1.) POURED CONCRETE � LMy,Lp�� yAB ALIA BE PROVIOm W/ REM ,UMOIE
<br />CA,k (AR C01010R7 iD FACUMTE NSfAWTKN K RITFNOm
<br />IRONED COMM, WNOHa6 - PANE (1) or PWALLED T TO OR REMOVED FROM INSIDE
<br />ELEVATION
<br />WALL MOUNTiNG INSTALLATION WALL AND FLOOR W SCALE 3/32--T•
<br />SECTION 1 SCALE" 3/0' . t• - SECTION 2 SCALE: ] 8' - ,' 60e• 7 ) • t • ,// Yr.
<br />NOTES ON LEj SAFr1r _14 My PANE e:.: Y NSf , ALIQh_ - - � ^
<br />I LIFE SAFETY STORM PAWL CAN BE LOCATED AS AN END PANEL (FGL' T OR LAST PANEL)
<br />OR AS AN INTERIOR PMEL_ (ANY PANEL LOCATION N BETWEEN END 'ANELS). 1 B R PANELS
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADAACENT TO FECU.AR PANELSNOTE
<br />(W/ OR W/O REG" TRACKS.) SEE NOR 1)
<br />2. LIFE SAFETY PANEL CONSISTS OF 0.039' GALVANIZED STEEL 5'ORM PANEL AS SECTION B-B
<br />PER COYPOAKM (�. SHEET 2 OF DRAWING. SONS 3/32'-1'
<br />THIS PANEL AL10WS ITSELF TO BE REMOVED OR NSFALLO FROM IN NSDE OF
<br />STRUCTURE.
<br />3. UFE SAFETY PANEL REO;RRES TOP TRUCK TO BE COMPONENT ()k 3)TTOM TRACK TO ,,.•a"rp�LTl Q
<br />[0 COMPOWY I OF THIS ORANING,
<br />BE "KTALLED WALL OR FLOOR MOUNTED FOLLOW 4C SECTIONS I k ��•�•••••• u/lam'( i
<br />: oN INIs SECT, AS WELL AS DETAAS I k 2 ON SHEET 14. 3Q';' �<;EN$E '•{F
<br />4. W. LENGTH FOR t�E1POF(ET+T®)5 TS' = FLORIDA BUILDING CODE (Ifoh V61« Hurricane Zen
<br />SMtm.CHEDANCHOR ULES k 2. SLEET tc40MPONEM ®ANCHORAGE AT BOTTOM E GIVEN ON L * •: * s s]o2n Rreca •A: 20 GAGE GALVANIZED STEEL STORM PANEL DOWN s.
<br />COMPONENT MAY E PERMANENT OR REMOVAe1E - *..yy, 'jE T - /� m
<br />5. SEE DETAILS FOR INSTALLATION INTO WOOD IRWE BUILDINGS ON SH! Er ,S. ':•G'%• OR ' : • ."` I L E C O 1Ec. PROTEINSIST
<br />CTION PRODUCTS.WE
<br />$ SEE 9tEEF A rOR DETAIL APPLICABLE TO THE NECESSITY FOR THE It STALIATION OF '''+•AESS �• / R A GNIE 2 au, 20-176
<br />SPACERs AT TRACKS INSTALLED ADJACENT AND BEYOND TO 5TUCCOf r00D BANDS. AFA ONA / VW) f •a w wr I= (As.)M,F-rsat. FAR lWyHeliM�erP)
<br />FLIEIYLaL .Ar"r .. Um n.-.r - rr am m-.r, r ORAwO r
<br />IL SEA/SI0MTUIW,%AR G-000671f r -
<br />rARRA1Wfa-P.E
<br />1/4. 2/4. Wv V4 OR 4/4 1. 2]-
<br />��_
<br />HA,
<br />,L111I:;,
<br />1T11iI T-1i1;;1
<br />f11IN
<br />(FAD PAIW
<br />(wRROR (NMNN PAgJ
<br />(W
<br />MN AAEL)
<br />(17D
<br />PA•t!)
<br />M-1-
<br />1
<br />T_i-T(
<br />•
<br />--I
<br />....
<br />i -.
<br />1
<br />I
<br />� �
<br />I (/.IITr.AR ,DCRIIONI
<br />i a E7M A,NE33J
<br />i
<br />(6a DE7AMs 1/t.
<br />R .) 2/t
<br />eA
<br />t
<br />i
<br />/1 2I, W✓1 3/4 a 4/4 i 2 do Yw/15 Ubw' Z t 1
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING .B.f.) AND CORRESFONDING
<br />MAXIMUM PANES rLr SCHEDULE
<br />(Wt10 ONLY FFOR k(A INSTALLATIONS AS PER SECTIONS T TIM IM ON SHEETS 4. 6 k 6)
<br />MAXIMUM
<br />A.S.D.
<br />• SOLTO W/ ,nl-]61• ss. Yi a WNGMII AT 0~ a VOLOWIN OF MN[L
<br />DESIGN PRESSURE RATING (.R•s•f.) AND CORK
<br />DING MAXIMUM ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS n t Q INSTALLATIONS
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(MM.ID ONLY FOR PANELS 1Ok @ INSTALLATIONS AS PER SECTIONS 1 THOU 7. ON SNEERS 4 k 5)
<br />TO
<br />i
<br />PLUS
<br />��ER : T
<br />3LP \CENSSF
<br />49
<br />FLORIDA BUILDING CODE iR h Vel«t Hu come Zon•
<br />• No. 4167 :
<br />°•010 R"C° °G 20 GAGE GALVANIZED STEEL STORY PANEL•
<br />r'
<br />tT
<br />11 L 1 E C O 1 Ea. GLOBAL PROTECTION PRODUCTS. U C.
<br />dY.N 9r
<br />6[ e
<br />►oF
<br />ASS
<br />/
<br />/
<br />/O. •
<br />>r a r aR Her 4rePR A aw r101E (NN)w-76n Nmo� (a6yAF-a)a7
<br />- am-- ,W A- . am
<br />20-176
<br />-
<br />WH Y L
<br />. .N-m, w
<br />Fw-OOM �r
<br />OWNING Ns:
<br />m rm A "Afl J_ Pe. rf-w _
<br />11
<br />am a AE
<br />INKIIAA A.S.G.
<br />�MT6o a"�`•r
<br />Yr. 1E1101tI
<br />(ExE W 7
<br />ar nsal
<br />.6i.p. -]7A
<br />Y-Y OR LaE
<br />E ,/1•
<br />t•WUm
<br />, 1111N ! A 7
<br />>]Ea -MO
<br />>1'-p• m r-r Yr.
<br />] ]/.•
<br />IRe0.tm
<br />, T•RI 3 a 7
<br />.re.o, -nD
<br />>r-r ro „•_r Ya
<br />2 +/r
<br />' •��
<br />s
<br />IIAYYRN AS.O. •I•rm1A rOHORf ygCa,ri ra f0. - 7 IJY ••
<br />/PPUCYII m
<br />DESIGN TAI'CON O Tp-QP CAIf,-N r'I/f1,n11E FBAE • PAIIOAIA[ PLUf TECIOIIS / t I IMEYW PANEL
<br />geESSTIE AM' NIIBMNAT,ON � lO1GTN
<br />MTNG EPA r) m eO,KE,E miNutlt m O}KWPE � o0w110Ql1E to ma1nE CONCRETE ro CONCTR Nx� ro o0•KAER � NR T,aa,
<br />6' N/A N/A N/A 8' N/A •• � •• R/A , (TOp)
<br />r 6• N/A N/A r r e• � r r 9• 1 (BpROY)
<br />r N/A N/A N/A a' N/A 9' i Nn r N/A ] `.� )
<br />9• N/A N/A N/A 6' N/A ,S�'�{� N/A Y NIA 7 (6pT1pI)
<br />+•}.S, -720 r N/A N/A N/A 6' N/A - • M/A r N/A ] a ♦ (TOP) r-6. OR LESS
<br />M IL4
<br />r s• N/A Y/A 9•
<br />r MA f• N/A r N/A r N/A ] �)
<br />r s• NJA nn r r r 6• r r . r] (eoTTaN �
<br />N/A M/A ,2 1/2' 6 ,/.• ,] ,/2' 6 ,n• 6 ,/.• 6 1/1• 6 9 +/4• S ��,)
<br />MOO" FACTOR
<br />SEE 1•EEis +o a 1, ra ANatMIS TYPE a sA,uNc ra MTALAtA1NS woo ,00D )nINE eLNlnaNa
<br />,ewflu• FFrA,oW sPAtr,Ds Am IWSAY LwOE OISSWCE AR[ •NDrATED W 11E Sa:OLRi ra ca tEss
<br />THAN 6N0rw7Oo w SOE9,AE RFQlirt ANO011 SPACING F YLam,r 9FACHG SHOW ON SOLDONE E
<br />TK FpaOwlc FACroe9. ra THIS L7PEIr11p1 m E PAe•U, 1®IICFD NaNEW,O oeMPlm 119HNO rACit7R
<br />s•IYL Nor E uas u4r ,•N•NA ,NAam wo,arm roW aol ANON„ TwE A, ANFMRi LDOE•k.
<br />Moon TEAT '/••• ,p•" 1/r• ,nTr Ip4 1/ro
<br />,Yu-r •WNas[r
<br />••rr warR 'd'r+a) a
<br />� a
<br />Nola o DISC IOfv RICER
<br />1/r 10.. S/r LONG AMISS SUNNING W/
<br />V•••-2 kW SS Hs • 9 1/a• O.0 NOR
<br />PAM LENGTHS IM TO p'-V AND a 1/4. Oe,
<br />...:. ra LDOTa w To W-W Yr. OR /T.-t0
<br />PANOwME F96aE a OR PA MATE PLUS •
<br />12 1 0. G WITH I fn• W+. iNFAm
<br />m HELM NOR ALL LENGTHS i!•
<br />r-r LIN.
<br />1
<br />C j
<br />Sell- \ 1
<br />`j\ 1
<br />1
<br />1
<br />1 J -
<br />1
<br />I
<br />1
<br />I
<br />1 }
<br />I 9g�t
<br />1
<br />■
<br />I f
<br />SIT
<br />O MR 9
<br />1 J
<br />sowumm I
<br />m OUGS
<br />EO' I
<br />I
<br />E0T I
<br />t/.' LD.. 5/r LOW SMASS SUS•A,O
<br />W/ 114••-2A2' fH Y3. • 6 1/r OG
<br />ra PAI[t ILMPOR UP ro S'-O• AND 6
<br />NOR LOST" IY ro r-r Ye..
<br />- rN PAIR OR 114-10 AMELW1R TOWS 0 OR
<br />•EOiWwn I,;I� PAMIWIE FSL6 • it I/2' O. G M111 ,
<br />IL•DY10O1, OF 019106 WOOD PLATE FOW
<br />��p�•/.T STALLATION
<br />����' AL LONG" s UP ro r-r Yr.
<br />7[]OWYLJ67LY
<br />SCALE 3/8-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS) do
<br />INTO EXISTING .WOOD STRUCTURES
<br />tW1E'is+.'•iO ."•o�•AoeLraERr�a„ )`:
<br />4 y r- Ii i
<br />Ec
<br />� 1; Ln
<br />1
<br />1
<br />I
<br />I
<br />I ALTERNATIVE T W ALTERNATIVE 2w
<br />WISE ]Po-1• x.IE a/B-,•
<br />I i ,ICE SC,EouE ON s,ia e ( t
<br />I Niw MA•
<br />i E01 � `„
<br />I EO'
<br />EQ
<br />4 a•L Lrr • r O
<br />' ,H9 IK fWK •roc w
<br />-, ,/r w „wuGm POE„wr�ali ALTERNATIVE 3W ALTERNATIVE 4W
<br />21r NATO .. • L•OI,a1M O,AME SdtE 3Po-,• SCALE ]Po-1•
<br />WEOU.IFO CAN ME
<br />�I � �IIRtlS
<br />.HINT M•HII tM_ Ia1MA11 a7fSHf1 NOTE SHUTTER TRACKS NOT 5110•N FOR CURRY
<br />tl4II1,
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS
<br />UP TO +55.5, -720 PSF AND PANEL'S LENGTH UP TO B'-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO F# SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL
<br />NLITE FOR Cd181NATtON OF SECTIONS:
<br />TOP h BORON MOUNTINGS CAN �
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />sn,Ds a LVEA,'
<br />OtER1AP
<br />T{17NU4D'P NEL
<br />TO HOLD P
<br />_ 1011 1 1
<br />t' THIS)
<br />SEE SEE NTER)R PANEL END PANEL
<br />®� SC1EOtAE SCHEDULE $1
<br />SEE 7 - r - roll M•.. -FOR w.. r
<br />OR DIRECT 1A011111 A1MfIOR ANCHOR
<br />$CACAO SPACING
<br />-]
<br />DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1)
<br />SeALe 3/1r - I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q,Baf J AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR
<br />INSTALLATIONS INTO CONCRETE i CONCRETE BLOCK STRUCTURES
<br />SG(1("i1L:it1�..W-4fl__IALLIIOIINT CONdj�J$_Tf1P k BDTTDM w/ n A 1/7'
<br />SPACING
<br />1 $ �IDCAiION O '
<br />AT END PANEL snAos a EYT3Rr ,
<br />oIIER+LAP j
<br />' INTFAIDR PANEL D4D PANEL
<br />®A (xr B 1/a• SCHEDULE SCaE7RILF�
<br />._ ]• YA/2AI FOR
<br />4olgh qR
<br />sPASRw
<br />DETAIL 2 FLOOR MOUNTII+(p INSTALLATION (APPLCABLE TO SCHEDULE 21
<br />SCALD: S/tr - 1`
<br />MAXIMUM A.S.D. DESIGN PRESSURE RING .B.f.1 AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'Lr SCHEDULE
<br />jAPPLN•!�r ONLY m �4'CIfONS 1 a 2)NOIG. OTC FOR ._t_tT`i<±0(gA PwNt
<br />SYSTEM ON SLEET IS`. 00,64,
<br />NOW"
<br />Asn TATOII a' w-OL► CNAi1 p,NiO1MtE rOwt o w4t•I•R nos Ec�i �Ej r YNmUY PIIEL
<br />IRE$SUE m cow;
<br />[TE CONCRETE cor CETE �ro h �E m �E � caENMmN 11M9tN 1• tR7
<br />MTNB a.l. wOCK BILGE BLOC[ 9LOCN isOOl OF TURFY
<br />r NJA N/A N/A 6' N/A B• MIA B' N/A 7 k 2 (TOP)
<br />+55.0. -72.0 p• 7• 9` 9' 9' 9" 9' 9' r 9" 1 (BOTTOM) 5'-0' OR IESb
<br />e• N/A N/A N/A r N/A 6' N/A 6'
<br />+55.0 -M.0
<br />9' S' r e' 9' 7 1/2• 9' 9' 9` r 1 (1)OTTLHI)
<br />61 N/A N/A NJA r N/A r N/A 6` N/A / k 2 (TOP)
<br />+55.0 -72.0 7'-6• TO 8'-8'
<br />8' A-
<br />mkxftm B' 8" 8' 6' B• B' r B' 1 (BOTTOM)APPLICASUE TO
<br />AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL
<br />rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.)
<br />PATaM aH. OF THEM
<br />+aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS
<br />+57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS
<br />+SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55
<br />+SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0•
<br />-72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B•
<br />,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww
<br />Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N
<br />tP•N.j Lo lLTN,W)
<br />.66a -T20 r-f• a air ,A,e6t]®
<br />IGD
<br />N
<br />SE BEET tS i01 ANEAIOgS T,PE a SWAG
<br />G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9
<br />IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra
<br />f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING
<br />a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1
<br />RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO
<br />'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID.
<br />rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N ..
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<br />NuMcom
<br />_ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L.
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<br />VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' -
<br />Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro
<br />PRE45HAE SECT0IM 6 a ,AL,MILA PANEL
<br />M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7
<br />TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC
<br />(P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt
<br />8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP)
<br />6' a' N/A N/A $' N/A I N/A , (BOTTOM)
<br />6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON)
<br />SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B`
<br />OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM)
<br />$' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP)
<br />8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM)
<br />N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM)
<br />60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2•
<br />55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP)
<br />43.4 -48.0 $� A.
<br />N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON)
<br />LESS 12'-4' OR L155
<br />6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON)
<br />N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM)
<br />ly 01.
<br />.
<br />SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa
<br />,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi
<br />THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o
<br />THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR
<br />SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID
<br />AND= DICE 1/+1 /p9
<br />TrIpY _ tN1
<br />caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r
<br />,en +PAr,oe BANJO p") ] ] ] a : ,n 1
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<br />►At/0W
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<br />SHEEM- PANG LENGTH
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<br />REQUIRENo W01W OF PLATE a C STAGGERED W/
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<br />:'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion
<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
<br />.em sr. s, s11ECT
<br />SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176
<br />_... - .- DR:M.c ,a
<br />Cn
<br />C.
<br />cu
<br />Cn 2
<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
<br />I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m
<br />1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi
<br />r/R7.yar f )/a'1a/a• I _ r/rNyy'
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<br />wood "EAGER2 MOOD H61DFR 2 N; M
<br />REDUMEO--- Nn• �. REOUIRED
<br />sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON
<br />wane
<br />SHED a
<br />Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM'
<br />'" To
<br />a'Ns ,
<br />Y"•. PANEL LENOTM
<br />,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) '
<br />i aaY"wsa P� ....-_� I E�ian•�uw/P "
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<br />2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/
<br />� , 7Po• YIOVV
<br />MED REdIEED -- PENETRATION AT
<br />ATE
<br />I, j PFNETIUtION • 1 t�5/Ut4
<br />t��AG scREws
<br />- ' � ' T)IREIIOED I 'PEIK MT'oiML
<br />r��S�����A.T �A�A� Al 4IOW0TN OF PLATE
<br />lfS�iYEJ u iallEa DIRECT uoUNi
<br />ygINSTALLATION
<br />SCALE]/s-f• reLYElb/I
<br />'If.1CLB' SCALE 3/8-1
<br />4A
<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />s
<br />NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F.
<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
<br />. . STREET
<br />rAi� (ss4)..-on
<br />�AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr
<br />WA101 A a, P.E L��
<br />,
<br />N
<br />11,
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
<br />)
<br />m �usTNc wooD LtrADEP
<br />I
<br />EO/ -
<br />1 ' v)
<br />E"0°°au+1En� i,j EEO�_� I - E°�_
<br />!s I wall"
<br />WOOD ,fAEn
<br />WE11RlD REQUIRED O
<br />R ALTERNATIVE 1 ALTERNATIVE 2
<br />t/t�•! I w0/iwi2 , oc
<br />I m WASs I EO' i �+
<br />TO
<br />� � V L j Eoi )
<br />Purz
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<br />YM• TE '- ' ^
<br />1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C.
<br />M / , In•
<br />V<laaK LONG srroe wAWMG r/ /V�
<br />t/.•.-2o.x• EE Ms. • s• oc cA � V
<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
<br />4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a�
<br />2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z
<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
<br />P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b:
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<br />SEE 1•EEis +o a 1, ra ANatMIS TYPE a sA,uNc ra MTALAtA1NS woo ,00D )nINE eLNlnaNa
<br />,ewflu• FFrA,oW sPAtr,Ds Am IWSAY LwOE OISSWCE AR[ •NDrATED W 11E Sa:OLRi ra ca tEss
<br />THAN 6N0rw7Oo w SOE9,AE RFQlirt ANO011 SPACING F YLam,r 9FACHG SHOW ON SOLDONE E
<br />TK FpaOwlc FACroe9. ra THIS L7PEIr11p1 m E PAe•U, 1®IICFD NaNEW,O oeMPlm 119HNO rACit7R
<br />s•IYL Nor E uas u4r ,•N•NA ,NAam wo,arm roW aol ANON„ TwE A, ANFMRi LDOE•k.
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<br />1/r 10.. S/r LONG AMISS SUNNING W/
<br />V•••-2 kW SS Hs • 9 1/a• O.0 NOR
<br />PAM LENGTHS IM TO p'-V AND a 1/4. Oe,
<br />...:. ra LDOTa w To W-W Yr. OR /T.-t0
<br />PANOwME F96aE a OR PA MATE PLUS •
<br />12 1 0. G WITH I fn• W+. iNFAm
<br />m HELM NOR ALL LENGTHS i!•
<br />r-r LIN.
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<br />t/.' LD.. 5/r LOW SMASS SUS•A,O
<br />W/ 114••-2A2' fH Y3. • 6 1/r OG
<br />ra PAI[t ILMPOR UP ro S'-O• AND 6
<br />NOR LOST" IY ro r-r Ye..
<br />- rN PAIR OR 114-10 AMELW1R TOWS 0 OR
<br />•EOiWwn I,;I� PAMIWIE FSL6 • it I/2' O. G M111 ,
<br />IL•DY10O1, OF 019106 WOOD PLATE FOW
<br />��p�•/.T STALLATION
<br />����' AL LONG" s UP ro r-r Yr.
<br />7[]OWYLJ67LY
<br />SCALE 3/8-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS) do
<br />INTO EXISTING .WOOD STRUCTURES
<br />tW1E'is+.'•iO ."•o�•AoeLraERr�a„ )`:
<br />4 y r- Ii i
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<br />WEOU.IFO CAN ME
<br />�I � �IIRtlS
<br />.HINT M•HII tM_ Ia1MA11 a7fSHf1 NOTE SHUTTER TRACKS NOT 5110•N FOR CURRY
<br />tl4II1,
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS
<br />UP TO +55.5, -720 PSF AND PANEL'S LENGTH UP TO B'-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO F# SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL
<br />NLITE FOR Cd181NATtON OF SECTIONS:
<br />TOP h BORON MOUNTINGS CAN �
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />sn,Ds a LVEA,'
<br />OtER1AP
<br />T{17NU4D'P NEL
<br />TO HOLD P
<br />_ 1011 1 1
<br />t' THIS)
<br />SEE SEE NTER)R PANEL END PANEL
<br />®� SC1EOtAE SCHEDULE $1
<br />SEE 7 - r - roll M•.. -FOR w.. r
<br />OR DIRECT 1A011111 A1MfIOR ANCHOR
<br />$CACAO SPACING
<br />-]
<br />DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1)
<br />SeALe 3/1r - I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q,Baf J AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR
<br />INSTALLATIONS INTO CONCRETE i CONCRETE BLOCK STRUCTURES
<br />SG(1("i1L:it1�..W-4fl__IALLIIOIINT CONdj�J$_Tf1P k BDTTDM w/ n A 1/7'
<br />SPACING
<br />1 $ �IDCAiION O '
<br />AT END PANEL snAos a EYT3Rr ,
<br />oIIER+LAP j
<br />' INTFAIDR PANEL D4D PANEL
<br />®A (xr B 1/a• SCHEDULE SCaE7RILF�
<br />._ ]• YA/2AI FOR
<br />4olgh qR
<br />sPASRw
<br />DETAIL 2 FLOOR MOUNTII+(p INSTALLATION (APPLCABLE TO SCHEDULE 21
<br />SCALD: S/tr - 1`
<br />MAXIMUM A.S.D. DESIGN PRESSURE RING .B.f.1 AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'Lr SCHEDULE
<br />jAPPLN•!�r ONLY m �4'CIfONS 1 a 2)NOIG. OTC FOR ._t_tT`i<±0(gA PwNt
<br />SYSTEM ON SLEET IS`. 00,64,
<br />NOW"
<br />Asn TATOII a' w-OL► CNAi1 p,NiO1MtE rOwt o w4t•I•R nos Ec�i �Ej r YNmUY PIIEL
<br />IRE$SUE m cow;
<br />[TE CONCRETE cor CETE �ro h �E m �E � caENMmN 11M9tN 1• tR7
<br />MTNB a.l. wOCK BILGE BLOC[ 9LOCN isOOl OF TURFY
<br />r NJA N/A N/A 6' N/A B• MIA B' N/A 7 k 2 (TOP)
<br />+55.0. -72.0 p• 7• 9` 9' 9' 9" 9' 9' r 9" 1 (BOTTOM) 5'-0' OR IESb
<br />e• N/A N/A N/A r N/A 6' N/A 6'
<br />+55.0 -M.0
<br />9' S' r e' 9' 7 1/2• 9' 9' 9` r 1 (1)OTTLHI)
<br />61 N/A N/A NJA r N/A r N/A 6` N/A / k 2 (TOP)
<br />+55.0 -72.0 7'-6• TO 8'-8'
<br />8' A-
<br />mkxftm B' 8" 8' 6' B• B' r B' 1 (BOTTOM)APPLICASUE TO
<br />AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL
<br />rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.)
<br />PATaM aH. OF THEM
<br />+aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS
<br />+57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS
<br />+SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55
<br />+SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0•
<br />-72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B•
<br />,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww
<br />Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N
<br />tP•N.j Lo lLTN,W)
<br />.66a -T20 r-f• a air ,A,e6t]®
<br />IGD
<br />N
<br />SE BEET tS i01 ANEAIOgS T,PE a SWAG
<br />G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9
<br />IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra
<br />f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING
<br />a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1
<br />RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO
<br />'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID.
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<br />M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7
<br />TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC
<br />(P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt
<br />8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP)
<br />6' a' N/A N/A $' N/A I N/A , (BOTTOM)
<br />6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON)
<br />SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B`
<br />OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM)
<br />$' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP)
<br />8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM)
<br />N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM)
<br />60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2•
<br />55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP)
<br />43.4 -48.0 $� A.
<br />N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON)
<br />LESS 12'-4' OR L155
<br />6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON)
<br />N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM)
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<br />SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID
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<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
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<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
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<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
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<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
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<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
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<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
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<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
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<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
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<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS
<br />UP TO +55.5, -720 PSF AND PANEL'S LENGTH UP TO B'-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO F# SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL
<br />NLITE FOR Cd181NATtON OF SECTIONS:
<br />TOP h BORON MOUNTINGS CAN �
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
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<br />OtER1AP
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<br />®� SC1EOtAE SCHEDULE $1
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<br />DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1)
<br />SeALe 3/1r - I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q,Baf J AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR
<br />INSTALLATIONS INTO CONCRETE i CONCRETE BLOCK STRUCTURES
<br />SG(1("i1L:it1�..W-4fl__IALLIIOIINT CONdj�J$_Tf1P k BDTTDM w/ n A 1/7'
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RING .B.f.1 AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'Lr SCHEDULE
<br />jAPPLN•!�r ONLY m �4'CIfONS 1 a 2)NOIG. OTC FOR ._t_tT`i<±0(gA PwNt
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<br />e• N/A N/A N/A r N/A 6' N/A 6'
<br />+55.0 -M.0
<br />9' S' r e' 9' 7 1/2• 9' 9' 9` r 1 (1)OTTLHI)
<br />61 N/A N/A NJA r N/A r N/A 6` N/A / k 2 (TOP)
<br />+55.0 -72.0 7'-6• TO 8'-8'
<br />8' A-
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<br />AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL
<br />rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.)
<br />PATaM aH. OF THEM
<br />+aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS
<br />+57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS
<br />+SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55
<br />+SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0•
<br />-72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B•
<br />,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww
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<br />PRE45HAE SECT0IM 6 a ,AL,MILA PANEL
<br />M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7
<br />TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC
<br />(P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt
<br />8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP)
<br />6' a' N/A N/A $' N/A I N/A , (BOTTOM)
<br />6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON)
<br />SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B`
<br />OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM)
<br />$' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP)
<br />8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM)
<br />N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM)
<br />60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2•
<br />55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP)
<br />43.4 -48.0 $� A.
<br />N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON)
<br />LESS 12'-4' OR L155
<br />6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON)
<br />N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM)
<br />ly 01.
<br />.
<br />SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa
<br />,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi
<br />THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o
<br />THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR
<br />SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID
<br />AND= DICE 1/+1 /p9
<br />TrIpY _ tN1
<br />caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r
<br />,en +PAr,oe BANJO p") ] ] ] a : ,n 1
<br />••AarJr,,,o e.r.r sa ] ] ] a a a ,n
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<br />SHEEM- PANG LENGTH
<br />T
<br />REQUIRENo W01W OF PLATE a C STAGGERED W/
<br />ALTERHATM SW D
<br />91911
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<br />2 W
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<br />:'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion
<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
<br />.em sr. s, s11ECT
<br />SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176
<br />_... - .- DR:M.c ,a
<br />Cn
<br />C.
<br />cu
<br />Cn 2
<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
<br />I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m
<br />1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi
<br />r/R7.yar f )/a'1a/a• I _ r/rNyy'
<br />i 3r MR. � __..a.ic lJn. 1 _JNO M7r•
<br />I
<br />i
<br />I aAn•sno • nuT � • DiaW ana •
<br />wood "EAGER2 MOOD H61DFR 2 N; M
<br />REDUMEO--- Nn• �. REOUIRED
<br />sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON
<br />wane
<br />SHED a
<br />Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM'
<br />'" To
<br />a'Ns ,
<br />Y"•. PANEL LENOTM
<br />,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) '
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<br />Wts Mrr ,ra•PR
<br />L H i Ir+: ,AG scE,as
<br />2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/
<br />� , 7Po• YIOVV
<br />MED REdIEED -- PENETRATION AT
<br />ATE
<br />I, j PFNETIUtION • 1 t�5/Ut4
<br />t��AG scREws
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<br />r��S�����A.T �A�A� Al 4IOW0TN OF PLATE
<br />lfS�iYEJ u iallEa DIRECT uoUNi
<br />ygINSTALLATION
<br />SCALE]/s-f• reLYElb/I
<br />'If.1CLB' SCALE 3/8-1
<br />4A
<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />s
<br />NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F.
<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
<br />. . STREET
<br />rAi� (ss4)..-on
<br />�AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr
<br />WA101 A a, P.E L��
<br />,
<br />N
<br />11,
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
<br />)
<br />m �usTNc wooD LtrADEP
<br />I
<br />EO/ -
<br />1 ' v)
<br />E"0°°au+1En� i,j EEO�_� I - E°�_
<br />!s I wall"
<br />WOOD ,fAEn
<br />WE11RlD REQUIRED O
<br />R ALTERNATIVE 1 ALTERNATIVE 2
<br />t/t�•! I w0/iwi2 , oc
<br />I m WASs I EO' i �+
<br />TO
<br />� � V L j Eoi )
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<br />• I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N
<br />YM• TE '- ' ^
<br />1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C.
<br />M / , In•
<br />V<laaK LONG srroe wAWMG r/ /V�
<br />t/.•.-2o.x• EE Ms. • s• oc cA � V
<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
<br />4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a�
<br />2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z
<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
<br />P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b:
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<br />SHEET N0.
<br />SH 1.1
<br />tl4II1,
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS
<br />UP TO +55.5, -720 PSF AND PANEL'S LENGTH UP TO B'-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO F# SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL
<br />NLITE FOR Cd181NATtON OF SECTIONS:
<br />TOP h BORON MOUNTINGS CAN �
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />sn,Ds a LVEA,'
<br />OtER1AP
<br />T{17NU4D'P NEL
<br />TO HOLD P
<br />_ 1011 1 1
<br />t' THIS)
<br />SEE SEE NTER)R PANEL END PANEL
<br />®� SC1EOtAE SCHEDULE $1
<br />SEE 7 - r - roll M•.. -FOR w.. r
<br />OR DIRECT 1A011111 A1MfIOR ANCHOR
<br />$CACAO SPACING
<br />-]
<br />DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1)
<br />SeALe 3/1r - I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q,Baf J AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR
<br />INSTALLATIONS INTO CONCRETE i CONCRETE BLOCK STRUCTURES
<br />SG(1("i1L:it1�..W-4fl__IALLIIOIINT CONdj�J$_Tf1P k BDTTDM w/ n A 1/7'
<br />SPACING
<br />1 $ �IDCAiION O '
<br />AT END PANEL snAos a EYT3Rr ,
<br />oIIER+LAP j
<br />' INTFAIDR PANEL D4D PANEL
<br />®A (xr B 1/a• SCHEDULE SCaE7RILF�
<br />._ ]• YA/2AI FOR
<br />4olgh qR
<br />sPASRw
<br />DETAIL 2 FLOOR MOUNTII+(p INSTALLATION (APPLCABLE TO SCHEDULE 21
<br />SCALD: S/tr - 1`
<br />MAXIMUM A.S.D. DESIGN PRESSURE RING .B.f.1 AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'Lr SCHEDULE
<br />jAPPLN•!�r ONLY m �4'CIfONS 1 a 2)NOIG. OTC FOR ._t_tT`i<±0(gA PwNt
<br />SYSTEM ON SLEET IS`. 00,64,
<br />NOW"
<br />Asn TATOII a' w-OL► CNAi1 p,NiO1MtE rOwt o w4t•I•R nos Ec�i �Ej r YNmUY PIIEL
<br />IRE$SUE m cow;
<br />[TE CONCRETE cor CETE �ro h �E m �E � caENMmN 11M9tN 1• tR7
<br />MTNB a.l. wOCK BILGE BLOC[ 9LOCN isOOl OF TURFY
<br />r NJA N/A N/A 6' N/A B• MIA B' N/A 7 k 2 (TOP)
<br />+55.0. -72.0 p• 7• 9` 9' 9' 9" 9' 9' r 9" 1 (BOTTOM) 5'-0' OR IESb
<br />e• N/A N/A N/A r N/A 6' N/A 6'
<br />+55.0 -M.0
<br />9' S' r e' 9' 7 1/2• 9' 9' 9` r 1 (1)OTTLHI)
<br />61 N/A N/A NJA r N/A r N/A 6` N/A / k 2 (TOP)
<br />+55.0 -72.0 7'-6• TO 8'-8'
<br />8' A-
<br />mkxftm B' 8" 8' 6' B• B' r B' 1 (BOTTOM)APPLICASUE TO
<br />AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL
<br />rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.)
<br />PATaM aH. OF THEM
<br />+aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS
<br />+57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS
<br />+SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55
<br />+SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0•
<br />-72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B•
<br />,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww
<br />Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N
<br />tP•N.j Lo lLTN,W)
<br />.66a -T20 r-f• a air ,A,e6t]®
<br />IGD
<br />N
<br />SE BEET tS i01 ANEAIOgS T,PE a SWAG
<br />G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9
<br />IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra
<br />f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING
<br />a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1
<br />RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO
<br />'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID.
<br />rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N ..
<br />w ••eWM sPAoIW 9"i a a 3 s a In
<br />.grmY,O Oa ] a a b ]
<br />Ra Na.) w W ] ] s
<br />ARMS. B9 ••E BBE14t) 2PDIBR
<br />2 ,R'
<br />CD
<br />co
<br />CL
<br />go
<br />rmw.
<br />NuMcom
<br />_ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L.
<br />Cto b
<br />Z
<br />VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' -
<br />Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro
<br />PRE45HAE SECT0IM 6 a ,AL,MILA PANEL
<br />M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7
<br />TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC
<br />(P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt
<br />8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP)
<br />6' a' N/A N/A $' N/A I N/A , (BOTTOM)
<br />6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON)
<br />SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B`
<br />OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM)
<br />$' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP)
<br />8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM)
<br />N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM)
<br />60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2•
<br />55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP)
<br />43.4 -48.0 $� A.
<br />N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON)
<br />LESS 12'-4' OR L155
<br />6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON)
<br />N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM)
<br />ly 01.
<br />.
<br />SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa
<br />,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi
<br />THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o
<br />THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR
<br />SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID
<br />AND= DICE 1/+1 /p9
<br />TrIpY _ tN1
<br />caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r
<br />,en +PAr,oe BANJO p") ] ] ] a : ,n 1
<br />••AarJr,,,o e.r.r sa ] ] ] a a a ,n
<br />Iaa,W.N ,1wr a1r $N ] s to
<br />/IQII rb AE
<br />►At/0W
<br />a. -
<br />a
<br />04
<br />SHEEM- PANG LENGTH
<br />T
<br />REQUIRENo W01W OF PLATE a C STAGGERED W/
<br />ALTERHATM SW D
<br />91911
<br />� o
<br />2 W
<br />o
<br />C 0j CA O
<br />' C 4
<br />N i
<br />-L
<br />N
<br />d �
<br />•� L- .`Cy Q7
<br />C
<br />�' V G
<br />� Q
<br />t • a`
<br />C
<br />.i1Ep A:....j.
<br />� uCENA
<br />:'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion
<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
<br />.em sr. s, s11ECT
<br />SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176
<br />_... - .- DR:M.c ,a
<br />Cn
<br />C.
<br />cu
<br />Cn 2
<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
<br />I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m
<br />1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi
<br />r/R7.yar f )/a'1a/a• I _ r/rNyy'
<br />i 3r MR. � __..a.ic lJn. 1 _JNO M7r•
<br />I
<br />i
<br />I aAn•sno • nuT � • DiaW ana •
<br />wood "EAGER2 MOOD H61DFR 2 N; M
<br />REDUMEO--- Nn• �. REOUIRED
<br />sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON
<br />wane
<br />SHED a
<br />Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM'
<br />'" To
<br />a'Ns ,
<br />Y"•. PANEL LENOTM
<br />,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) '
<br />i aaY"wsa P� ....-_� I E�ian•�uw/P "
<br />eN,R Sox I aFt• '
<br />OF 1' OF 'l' MAN
<br />�3 ma� )0 t]r � �lJ'OM)
<br />:
<br />- i
<br />(._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r
<br />FA. - .. - - - EO , � n•N.] ' FA. 12 as (
<br />Wts Mrr ,ra•PR
<br />L H i Ir+: ,AG scE,as
<br />2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/
<br />� , 7Po• YIOVV
<br />MED REdIEED -- PENETRATION AT
<br />ATE
<br />I, j PFNETIUtION • 1 t�5/Ut4
<br />t��AG scREws
<br />- ' � ' T)IREIIOED I 'PEIK MT'oiML
<br />r��S�����A.T �A�A� Al 4IOW0TN OF PLATE
<br />lfS�iYEJ u iallEa DIRECT uoUNi
<br />ygINSTALLATION
<br />SCALE]/s-f• reLYElb/I
<br />'If.1CLB' SCALE 3/8-1
<br />4A
<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />s
<br />NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F.
<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
<br />. . STREET
<br />rAi� (ss4)..-on
<br />�AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr
<br />WA101 A a, P.E L��
<br />,
<br />N
<br />11,
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
<br />)
<br />m �usTNc wooD LtrADEP
<br />I
<br />EO/ -
<br />1 ' v)
<br />E"0°°au+1En� i,j EEO�_� I - E°�_
<br />!s I wall"
<br />WOOD ,fAEn
<br />WE11RlD REQUIRED O
<br />R ALTERNATIVE 1 ALTERNATIVE 2
<br />t/t�•! I w0/iwi2 , oc
<br />I m WASs I EO' i �+
<br />TO
<br />� � V L j Eoi )
<br />Purz
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<br />• I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N
<br />YM• TE '- ' ^
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<br />M / , In•
<br />V<laaK LONG srroe wAWMG r/ /V�
<br />t/.•.-2o.x• EE Ms. • s• oc cA � V
<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
<br />4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a�
<br />2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z
<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
<br />P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b:
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<br />SHEET N0.
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<br />AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL
<br />rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.)
<br />PATaM aH. OF THEM
<br />+aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS
<br />+57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS
<br />+SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55
<br />+SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0•
<br />-72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B•
<br />,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww
<br />Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N
<br />tP•N.j Lo lLTN,W)
<br />.66a -T20 r-f• a air ,A,e6t]®
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<br />SE BEET tS i01 ANEAIOgS T,PE a SWAG
<br />G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9
<br />IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra
<br />f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING
<br />a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1
<br />RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO
<br />'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID.
<br />rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N ..
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<br />VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' -
<br />Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro
<br />PRE45HAE SECT0IM 6 a ,AL,MILA PANEL
<br />M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7
<br />TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC
<br />(P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt
<br />8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP)
<br />6' a' N/A N/A $' N/A I N/A , (BOTTOM)
<br />6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON)
<br />SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B`
<br />OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM)
<br />$' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP)
<br />8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM)
<br />N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM)
<br />60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2•
<br />55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP)
<br />43.4 -48.0 $� A.
<br />N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON)
<br />LESS 12'-4' OR L155
<br />6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON)
<br />N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM)
<br />ly 01.
<br />.
<br />SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa
<br />,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi
<br />THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o
<br />THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR
<br />SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID
<br />AND= DICE 1/+1 /p9
<br />TrIpY _ tN1
<br />caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r
<br />,en +PAr,oe BANJO p") ] ] ] a : ,n 1
<br />••AarJr,,,o e.r.r sa ] ] ] a a a ,n
<br />Iaa,W.N ,1wr a1r $N ] s to
<br />/IQII rb AE
<br />►At/0W
<br />a. -
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<br />04
<br />SHEEM- PANG LENGTH
<br />T
<br />REQUIRENo W01W OF PLATE a C STAGGERED W/
<br />ALTERHATM SW D
<br />91911
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<br />2 W
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<br />:'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion
<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
<br />.em sr. s, s11ECT
<br />SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176
<br />_... - .- DR:M.c ,a
<br />Cn
<br />C.
<br />cu
<br />Cn 2
<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
<br />I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m
<br />1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi
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<br />I aAn•sno • nuT � • DiaW ana •
<br />wood "EAGER2 MOOD H61DFR 2 N; M
<br />REDUMEO--- Nn• �. REOUIRED
<br />sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON
<br />wane
<br />SHED a
<br />Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM'
<br />'" To
<br />a'Ns ,
<br />Y"•. PANEL LENOTM
<br />,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) '
<br />i aaY"wsa P� ....-_� I E�ian•�uw/P "
<br />eN,R Sox I aFt• '
<br />OF 1' OF 'l' MAN
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<br />Wts Mrr ,ra•PR
<br />L H i Ir+: ,AG scE,as
<br />2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/
<br />� , 7Po• YIOVV
<br />MED REdIEED -- PENETRATION AT
<br />ATE
<br />I, j PFNETIUtION • 1 t�5/Ut4
<br />t��AG scREws
<br />- ' � ' T)IREIIOED I 'PEIK MT'oiML
<br />r��S�����A.T �A�A� Al 4IOW0TN OF PLATE
<br />lfS�iYEJ u iallEa DIRECT uoUNi
<br />ygINSTALLATION
<br />SCALE]/s-f• reLYElb/I
<br />'If.1CLB' SCALE 3/8-1
<br />4A
<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />s
<br />NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F.
<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
<br />. . STREET
<br />rAi� (ss4)..-on
<br />�AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr
<br />WA101 A a, P.E L��
<br />,
<br />N
<br />11,
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
<br />)
<br />m �usTNc wooD LtrADEP
<br />I
<br />EO/ -
<br />1 ' v)
<br />E"0°°au+1En� i,j EEO�_� I - E°�_
<br />!s I wall"
<br />WOOD ,fAEn
<br />WE11RlD REQUIRED O
<br />R ALTERNATIVE 1 ALTERNATIVE 2
<br />t/t�•! I w0/iwi2 , oc
<br />I m WASs I EO' i �+
<br />TO
<br />� � V L j Eoi )
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<br />YM• TE '- ' ^
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<br />M / , In•
<br />V<laaK LONG srroe wAWMG r/ /V�
<br />t/.•.-2o.x• EE Ms. • s• oc cA � V
<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
<br />4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a�
<br />2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z
<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
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<br />w, r •m a or a
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<br />Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N
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<br />G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9
<br />IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra
<br />f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING
<br />a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1
<br />RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO
<br />'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID.
<br />rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N ..
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<br />VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' -
<br />Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro
<br />PRE45HAE SECT0IM 6 a ,AL,MILA PANEL
<br />M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7
<br />TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC
<br />(P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt
<br />8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP)
<br />6' a' N/A N/A $' N/A I N/A , (BOTTOM)
<br />6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON)
<br />SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B`
<br />OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM)
<br />$' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP)
<br />8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM)
<br />N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM)
<br />60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2•
<br />55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP)
<br />43.4 -48.0 $� A.
<br />N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON)
<br />LESS 12'-4' OR L155
<br />6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON)
<br />N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM)
<br />ly 01.
<br />.
<br />SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa
<br />,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi
<br />THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o
<br />THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR
<br />SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID
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<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
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<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
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<br />6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP)
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<br />43.4 -48.0 $� A.
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<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
<br />.em sr. s, s11ECT
<br />SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176
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<br />cu
<br />Cn 2
<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
<br />I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m
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<br />ATE
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<br />lfS�iYEJ u iallEa DIRECT uoUNi
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<br />SCALE]/s-f• reLYElb/I
<br />'If.1CLB' SCALE 3/8-1
<br />4A
<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />s
<br />NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F.
<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
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<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
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<br />I
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<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
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<br />M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7
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<br />(P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt
<br />8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP)
<br />6' a' N/A N/A $' N/A I N/A , (BOTTOM)
<br />6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON)
<br />SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B`
<br />OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM)
<br />$' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP)
<br />8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM)
<br />N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM)
<br />60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2•
<br />55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP)
<br />43.4 -48.0 $� A.
<br />N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON)
<br />LESS 12'-4' OR L155
<br />6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON)
<br />N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM)
<br />ly 01.
<br />.
<br />SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa
<br />,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi
<br />THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o
<br />THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR
<br />SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID
<br />AND= DICE 1/+1 /p9
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<br />:'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion
<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
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<br />C.
<br />cu
<br />Cn 2
<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
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<br />sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON
<br />wane
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<br />'If.1CLB' SCALE 3/8-1
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<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />s
<br />NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F.
<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
<br />. . STREET
<br />rAi� (ss4)..-on
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<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
<br />)
<br />m �usTNc wooD LtrADEP
<br />I
<br />EO/ -
<br />1 ' v)
<br />E"0°°au+1En� i,j EEO�_� I - E°�_
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<br />WOOD ,fAEn
<br />WE11RlD REQUIRED O
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<br />t/.•.-2o.x• EE Ms. • s• oc cA � V
<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
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<br />THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR
<br />SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID
<br />AND= DICE 1/+1 /p9
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<br />:'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion
<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
<br />.em sr. s, s11ECT
<br />SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176
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<br />C.
<br />cu
<br />Cn 2
<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
<br />I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m
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<br />sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON
<br />wane
<br />SHED a
<br />Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM'
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<br />� , 7Po• YIOVV
<br />MED REdIEED -- PENETRATION AT
<br />ATE
<br />I, j PFNETIUtION • 1 t�5/Ut4
<br />t��AG scREws
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<br />r��S�����A.T �A�A� Al 4IOW0TN OF PLATE
<br />lfS�iYEJ u iallEa DIRECT uoUNi
<br />ygINSTALLATION
<br />SCALE]/s-f• reLYElb/I
<br />'If.1CLB' SCALE 3/8-1
<br />4A
<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />s
<br />NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F.
<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
<br />. . STREET
<br />rAi� (ss4)..-on
<br />�AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr
<br />WA101 A a, P.E L��
<br />,
<br />N
<br />11,
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
<br />)
<br />m �usTNc wooD LtrADEP
<br />I
<br />EO/ -
<br />1 ' v)
<br />E"0°°au+1En� i,j EEO�_� I - E°�_
<br />!s I wall"
<br />WOOD ,fAEn
<br />WE11RlD REQUIRED O
<br />R ALTERNATIVE 1 ALTERNATIVE 2
<br />t/t�•! I w0/iwi2 , oc
<br />I m WASs I EO' i �+
<br />TO
<br />� � V L j Eoi )
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<br />AEOU9®
<br />• I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N
<br />YM• TE '- ' ^
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<br />M / , In•
<br />V<laaK LONG srroe wAWMG r/ /V�
<br />t/.•.-2o.x• EE Ms. • s• oc cA � V
<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
<br />4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a�
<br />2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z
<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
<br />P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b:
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<br />� uCENA
<br />:'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion
<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
<br />.em sr. s, s11ECT
<br />SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176
<br />_... - .- DR:M.c ,a
<br />Cn
<br />C.
<br />cu
<br />Cn 2
<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
<br />I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m
<br />1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi
<br />r/R7.yar f )/a'1a/a• I _ r/rNyy'
<br />i 3r MR. � __..a.ic lJn. 1 _JNO M7r•
<br />I
<br />i
<br />I aAn•sno • nuT � • DiaW ana •
<br />wood "EAGER2 MOOD H61DFR 2 N; M
<br />REDUMEO--- Nn• �. REOUIRED
<br />sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON
<br />wane
<br />SHED a
<br />Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM'
<br />'" To
<br />a'Ns ,
<br />Y"•. PANEL LENOTM
<br />,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) '
<br />i aaY"wsa P� ....-_� I E�ian•�uw/P "
<br />eN,R Sox I aFt• '
<br />OF 1' OF 'l' MAN
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<br />Wts Mrr ,ra•PR
<br />L H i Ir+: ,AG scE,as
<br />2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/
<br />� , 7Po• YIOVV
<br />MED REdIEED -- PENETRATION AT
<br />ATE
<br />I, j PFNETIUtION • 1 t�5/Ut4
<br />t��AG scREws
<br />- ' � ' T)IREIIOED I 'PEIK MT'oiML
<br />r��S�����A.T �A�A� Al 4IOW0TN OF PLATE
<br />lfS�iYEJ u iallEa DIRECT uoUNi
<br />ygINSTALLATION
<br />SCALE]/s-f• reLYElb/I
<br />'If.1CLB' SCALE 3/8-1
<br />4A
<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
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<br />s
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<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
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<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
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<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
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<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
<br />P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b:
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<br />SH 1.1
<br />.i1Ep A:....j.
<br />� uCENA
<br />:'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion
<br />#,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION,
<br />Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D
<br />.em sr. s, s11ECT
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<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
<br />I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m
<br />1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi
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<br />I aAn•sno • nuT � • DiaW ana •
<br />wood "EAGER2 MOOD H61DFR 2 N; M
<br />REDUMEO--- Nn• �. REOUIRED
<br />sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON
<br />wane
<br />SHED a
<br />Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM'
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<br />a'Ns ,
<br />Y"•. PANEL LENOTM
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<br />ATE
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<br />'If.1CLB' SCALE 3/8-1
<br />4A
<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />s
<br />NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F.
<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
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<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
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<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
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<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
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<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
<br />4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a�
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<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
<br />P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b:
<br />w, r •m a or a
<br />SHEET N0.
<br />SH 1.1
<br />INSTALLATION DETAILS FOR REGULAR PANELS ni & C174
<br />INTO EXISTING WOOD STRUCTURES
<br />110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS
<br />- 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po'
<br />I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m
<br />1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi
<br />r/R7.yar f )/a'1a/a• I _ r/rNyy'
<br />i 3r MR. � __..a.ic lJn. 1 _JNO M7r•
<br />I
<br />i
<br />I aAn•sno • nuT � • DiaW ana •
<br />wood "EAGER2 MOOD H61DFR 2 N; M
<br />REDUMEO--- Nn• �. REOUIRED
<br />sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON
<br />wane
<br />SHED a
<br />Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM'
<br />'" To
<br />a'Ns ,
<br />Y"•. PANEL LENOTM
<br />,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) '
<br />i aaY"wsa P� ....-_� I E�ian•�uw/P "
<br />eN,R Sox I aFt• '
<br />OF 1' OF 'l' MAN
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<br />- i
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<br />L H i Ir+: ,AG scE,as
<br />2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/
<br />� , 7Po• YIOVV
<br />MED REdIEED -- PENETRATION AT
<br />ATE
<br />I, j PFNETIUtION • 1 t�5/Ut4
<br />t��AG scREws
<br />- ' � ' T)IREIIOED I 'PEIK MT'oiML
<br />r��S�����A.T �A�A� Al 4IOW0TN OF PLATE
<br />lfS�iYEJ u iallEa DIRECT uoUNi
<br />ygINSTALLATION
<br />SCALE]/s-f• reLYElb/I
<br />'If.1CLB' SCALE 3/8-1
<br />4A
<br />tlGEEi:
<br />I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF,
<br />BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓��
<br />Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />s
<br />NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F.
<br />TOP k BORON i1N MOUNC5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C
<br />INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m
<br />. . STREET
<br />rAi� (ss4)..-on
<br />�AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr
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<br />11,
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
<br />)
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<br />1 ' v)
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<br />WE11RlD REQUIRED O
<br />R ALTERNATIVE 1 ALTERNATIVE 2
<br />t/t�•! I w0/iwi2 , oc
<br />I m WASs I EO' i �+
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<br />M / , In•
<br />V<laaK LONG srroe wAWMG r/ /V�
<br />t/.•.-2o.x• EE Ms. • s• oc cA � V
<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
<br />4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a�
<br />2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z
<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
<br />P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b:
<br />w, r •m a or a
<br />SHEET N0.
<br />SH 1.1
<br />N
<br />11,
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
<br />)
<br />m �usTNc wooD LtrADEP
<br />I
<br />EO/ -
<br />1 ' v)
<br />E"0°°au+1En� i,j EEO�_� I - E°�_
<br />!s I wall"
<br />WOOD ,fAEn
<br />WE11RlD REQUIRED O
<br />R ALTERNATIVE 1 ALTERNATIVE 2
<br />t/t�•! I w0/iwi2 , oc
<br />I m WASs I EO' i �+
<br />TO
<br />� � V L j Eoi )
<br />Purz
<br />AEOU9®
<br />• I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N
<br />YM• TE '- ' ^
<br />1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C.
<br />M / , In•
<br />V<laaK LONG srroe wAWMG r/ /V�
<br />t/.•.-2o.x• EE Ms. • s• oc cA � V
<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
<br />4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a�
<br />2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z
<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
<br />P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b:
<br />w, r •m a or a
<br />SHEET N0.
<br />SH 1.1
<br />11,
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES
<br />. '•II I / , IP„ TIWRADED POE/MTRN
<br />)
<br />m �usTNc wooD LtrADEP
<br />I
<br />EO/ -
<br />1 ' v)
<br />E"0°°au+1En� i,j EEO�_� I - E°�_
<br />!s I wall"
<br />WOOD ,fAEn
<br />WE11RlD REQUIRED O
<br />R ALTERNATIVE 1 ALTERNATIVE 2
<br />t/t�•! I w0/iwi2 , oc
<br />I m WASs I EO' i �+
<br />TO
<br />� � V L j Eoi )
<br />Purz
<br />AEOU9®
<br />• I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N
<br />YM• TE '- ' ^
<br />1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C.
<br />M / , In•
<br />V<laaK LONG srroe wAWMG r/ /V�
<br />t/.•.-2o.x• EE Ms. • s• oc cA � V
<br />vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M
<br />PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■
<br />iNWFADED PEI[TMTOM ro F,OST•0 WOOD
<br />PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED
<br />W� MOUNTING INSTALLATION "r"WTI
<br />UJ
<br />ALTERNATIVE I ENSF'�� 2
<br />140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone
<br />emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z
<br />). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT �
<br />4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a�
<br />2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z
<br />PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt•
<br />P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176
<br />P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b:
<br />w, r •m a or a
<br />SHEET N0.
<br />SH 1.1
<br />
|