|
�� ,.3l1
<br />CONCRETE ANCHORS
<br />(3EE 1RJab1AE
<br />m
<br />ON 9.001 6 ! 0)
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS
<br />I I ® (bt 4/ 1 11 �i wig
<br />® : wTfOHR) I = ` ".v^r•- D{ W�imabtta6
<br />V OOMC
<br />4 f J2' ,) -- FILLED
<br />'MIN, E0. I
<br />m
<br />_ �TWpt PA1A1 w/5-G M.. PINFL
<br />Or a ! W, ACME MiN6
<br />OF ♦33A pw1. -T20 V.,.l.
<br />(BEE SP1L9N�� N LQt)
<br />Ile
<br />Y
<br />LDFJM�PALS*%M MiNG
<br />fI
<br />�ELgBE2ERG8 2 t 21 (�
<br />_ SCALE 1f�+'-1-.
<br />Oa�R
<br />04
<br />MUL(JON SCNEOULE
<br />Mk2TS e i 9)
<br />Mox. MULUON
<br />RECLINED Mtn.
<br />SPAN (n.)
<br />TIME MULLION s
<br />2' . 3' x 1/6•
<br />> 4'-8• TO 5'-Ir
<br />••• 2'. 4' x 1/9"
<br />? W-S TO W-10"
<br />'x4•.1 4'
<br />> $'-10' i0 e'-D'
<br />2-x 6" x 1J8'
<br />3, 4 A'- AUp
<br />SPA%M 49TL6�0 g�Gy�L,Ep4L1�2DE f SKIN PRESSURE RONG
<br />-e PMALLEL TOSERRM RAVEI.•5 WWiEHGIH. oRa:N1EG
<br />SECTION 1
<br />SCALE S/B-i'
<br />NOTE: MULLION CAR ALSO BE BSTAUED W AO STORM PANELS O TOP
<br />OR C4fTOM SO iMAT O S LDCAT® AT TDP OR BOTOM QF OPEMNO.
<br />(fRK PRNEi. OPENAM WJ TUBE TOP . BDTT04)
<br />MULL"
<br />Ix'_
<br />a0.16
<br />1M.
<br />O e/,tr. i3P,,C/OX
<br />aP� tR4011 3
<br />��aw
<br />F3d�lt�•
<br />• ••• t W16110
<br />Lam.. MLUIOK p',R, - (SIX WALIGM I
<br />1
<br />SPLIT STORM PANEL ELEVATION
<br />AiaASD SCALE spr- °
<br />FLORIDA
<br />I -
<br />�,
<br />� \ /
<br />I:;
<br />2
<br />,', IM'AKI'a W
<br />{ I�,+`°/'�
<br />l
<br />oer.
<br />'lilt�.
<br />MN+wit
<br />')_�,
<br />\2
<br />L
<br />..X
<br />�
<br />) `
<br />H
<br />t LPPe
<br />H
<br />rux
<br />I
<br />I
<br />3
<br />//
<br />t
<br />I
<br />AEE 3CMOUTA
<br />j
<br />111•••
<br />8
<br />�
<br />v tBAa.
<br />-
<br />I
<br />P
<br />1 KN
<br />10 31.WL.
<br />I
<br />I
<br />H
<br />'
<br />+ WALL MOUNTING
<br />I
<br />I
<br />i
<br />INSTALLATION - ALTERNATIVE 3W vat/
<br />',wr,'t .`•/nzgn
<br />1
<br />SMILE- 1/4' - i' arw. ei r�
<br />�
<br />� •00°'
<br />-
<br />r,�+wmGEos i
<br />AaS,r10•
<br />,RL11L�1-OUT MOUNTING
<br />INSTALLATION - ALTERNATIVE1W
<br />(i
<br />Y W EGOe W C A.c
<br />rNN
<br />Zm
<br />SCALE: Ile - 1' `��
<br />PINING FLOOR MOUNTING Y[ALL R FLOOR MOUNTING
<br />WALL MOUNi1NG INSTALLATION - ALTERNATTVE lW INSTALLATIONS - ALTERNATIVE SW
<br />INSTALLATION �TRNII ALTERNATIVE 2W (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX WALL 1/4' - 1'
<br />_-
<br />- A.&D. DESIGN PRESSURE RATING)
<br />SCALE 1/4" s 1" Sr
<br />rIW
<br />®
<br />�
<br />3YA',RAp eW,
<br />w1M1tAm
<br />CUM
<br />M AHo, N,G4m
<br />1pA7ABgN NN BNDQ 2�1
<br />]FLOOR MOLN mNG
<br />NOTEr1 INSTALLATION - SECTION SAW
<br />IlitflLMl/PINATA
<br />_ 1dAEa @. TIf • !4� . SCN,E: 1/4- ,- I-
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.5.f, AND PANEL'S LENGTH UP TO a' -a'.
<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 />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />a DKOREIE ANCHORS CONCRETE ANCHORS FOR OON IIETE ANCHORS, SEE SCHEDULE ON SHEET i+,
<br />(SEE SCHEDULE CN (SEE SCREAUIE ON -FOR WOOD SCREW: SEE SECTION ON SHM 15
<br />14)`, t, 21 TtW/TS
<br />SHEET ,#)�_�
<br />1A 2/4, 2A�/A 3/4 O2 4/4 1, 2 k IW/15
<br />POLWEa J
<br />COICI&TE� t y
<br />n.,.
<br />, ..
<br />HELUNmE d
<br />I
<br />k-SEE
<br />I sa SHEET if S I SCHEDULE ON.I (Qip PAEFIJ (NDAiM {NIIEPotlR ) (�N7E7OOR RWEL) ( I WFk1J
<br />i`QR�ff�
<br />ToGLASS
<br />WAHG3NU7 : : a
<br />EVEN' weM.N� E1ADT1
<br />STW O ,M3A1/Y G.G. STUD p 12 1/2' O.C.wzwx
<br />t1 7/5' Len 51/C4gYWs iM/ �EEONVIS 5�b'Mo(C(ASE n • 2
<br />7O4 pW _. _ ...
<br />(SCE GET. 1/14} TO alp 72 t/3' OTC. ?I
<br />WA (SEE (tE7. 2/147 -
<br />F�-L'
<br />f � T..
<br />f
<br />I AT END PANELS)
<br />iDEAVS.-
<br />•
<br />G} 2/ ) (nt'EFtMTE lOCARON
<br />g i
<br />%� {� -� RR� � +GEP.K�S LS%t4
<br />PwxWn � I i ! I
<br />�
<br />;
<br />C �E
<br />BLOCK WALL
<br />RES%BRED 1
<br />I A 2/4, 2A/4, 314 OR 4/4 1 2, & iw/1s it 2 & Iw/15
<br />ALTERNATE LOCATION `
<br />j t I ON LIFE SAFETY PANEL L-
<br />'" i AREA W/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE tBELOW)
<br />E.t. R£GULAI PANELS W/ OR _,_....-....-.....-.-.. SAFEST PANFJ: �-�
<br />W/O RFODUR TRACKS (SEE NOTE t
<br />CONCRETE ANCHORS BELOW) t LAST PANEL (11 TO RE St5TN1ED AS
<br />(SEE SCHEDULE Ott ffji 1/f %�/% . f . % if �. S'FOREi
<br />"W1EE'f ,4) I ` 02T( "M11
<br />POURED GcNERE,E_.
<br />EANEI (1) �/ Y.1FA�C6 1PCriNS W ED
<br />CerA CONCRETE ACOORS -1--' '.'r `-STO �TAINSTALLED OR REMQJEO FROM INSIDE
<br />UCTURE
<br />`` �
<br />� ELEYATION
<br />y�AIjP_MQUNTING INSTALLATION SCALE 3/32"-1"
<br />- SECTION I SCALE: 3/8" = I- - SECTION-2 SCALE: 31W - I" Mar. ma @GN 1 • 1 W I/A
<br />_Arle
<br />NOT_ F,sS (j1L,i R)9 =�L'F-'^< STORM PANFI SYS7E'M MITALL&I N : �.
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR UST PANEL) , - -
<br />OR AS AN WXTd 7R PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). B (Ai PANELS. B (NJpRNATE 1DGR0x
<br />UFE SAFETY OR ATE N0i 1
<br />PANELS MAY MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS AT EW PANF15.
<br />(W/ OR W/O PEGULAR TRACKS.) SEE NOTE 1)
<br />2< LIFE SAFETY STDR$1 PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL. AS SECTION 8-8
<br />PER COMPONENf SHEET 2 OF DRAWING.
<br />C1). SCALE 3/32--1-
<br />nos PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE MOE OF
<br />STRUCTURE
<br />3. UFE SAFETY P RE'OLJIRES TOP TRACT( TO 1E COMPONENT(2,)& BOTTOM TRACK TO
<br />N L41F4*1HTfF� �F�j�AAAAi
<br />BE COMFO MM����JJ..AS PER SHEET 2 OF THIS DPAWIN0.
<br />',
<br />COMPONENTT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 & V •,'9 '!
<br />2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14. '•. "fy=
<br />=y:�yY1"rAfNS(L"
<br />4. Min. LENGTH FOR COMPONENT 0IS 15'. - FLORIDA BUILDING CODE HT h Velocity Nu come Zone
<br />•:
<br />MbK. ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM S GIVEN ON _ = rm2b Tatlm, NF F.P.
<br />- 'k 20 GAGE GALVANIZED STEEL SiIN811 PANEL
<br />SCHEDULES 1 & 2. SHEET 14. GA1WN e<:
<br />COMPONENT MAY IS PERMANENT OR REMOVABLE * •� O}'�� EyrT - --1
<br />5, SEE DETAAS FOR INSTALLATION INTO WAR FINALE BUILDINGS ON SHEET 15. OT3 ! Q' r GLOBAL PROTECTION PRODUCTS, I.I.C. a'�5x-
<br />'^r OME
<br />TL E C O INC.
<br />© 4ND S.W. 5, STREET
<br />6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF �'.111Z,8s (JAIA4 A�J�
<br />� 20-178
<br />2MA r x4 WeoOM, a AI1a 1m0ec tg54)e�-7d a (v54�5v-e7v7.
<br />SPACERS AT TRACKS INSTALLED ADJACENT NRO BEYOND TO SNCCOfWOOD BANDS. AWEA2 , 4>W4-„s <<. DaD m-,NTH
<br />nR1L,u1A
<br />I,o. ONMIRC N¢
<br />.it
<br />P,E SEN{�/�TUN4W1 YW, C tJY.•P.E Wt,auA
<br />1 PEEL 13 1# 26
<br />FLORIDA BUILDING
<br />INSTALLATION DETAILS FOR REGULAR PANELSC�
<br />INTO EXISTING WOOD STRUCTURES
<br />-
<br />k...__
<br />& U
<br />�t f, KJ,
<br />fLnsn'Ni
<br />1 J - /
<br />N 7 MMG
<br />`
<br />EQ.
<br />OUR
<br />EOI
<br />I 1
<br />f{F REMAI 9
<br />REMAINED
<br />4 I
<br />taGLAtta
<br />WOOD HUM
<br />�nm
<br />$
<br />ALTERNATIVE
<br />,W
<br />pIj,TERNATIVE 2W
<br />SCALE 3/8=1'
<br />SCALE 3/9-1'
<br />SEL SC,BIARE OII TION 8 1 1b•W :- f� ro OLMY ifON 1
<br />114w.RagErypl
<br />1
<br />ZI
<br />OR
<br />/
<br />ED
<br />.s
<br />-
<br />ED
<br />_
<br />t/2' i
<br />--
<br />EQI
<br />I--
<br />MOOS RAE
<br />BI�MA13 x!
<br />p7/]2•
<br />G
<br />4
<br />—, IJ2• M,. w Pc¢nLM�ON
<br />����
<br />Fi4if----
<br />wmatna W NAVE
<br />SCARF ale-,'K'HL
<br />HAnn
<br />3fe-i'
<br />M MAnrEVE uR 2uerA, H aT4nu
<br />NOTE : SHUTTER TRACTS NOT
<br />FOR CUUM
<br />I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p•s.f_) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH N` " SCHEDULE
<br />N.M YMN V — YMMrH S(Zr in NRYL,AUNut — — 4FrTMUW , — ,
<br />WTO
<br />R* '..
<br />111, LENGTH
<br />L.. R;
<br />4YWM1 9FP FAA TMIN
<br />RES
<br />A.
<br />UM
<br />THEM
<br />+1155.5. -72.0
<br />r-8- OR LESS
<br />2 1G/4'
<br />UNNOL 0
<br />1 THRU 5 e 7
<br />+SSA -72D
<br />>7•-5" TO W-e" M.,
<br />2 3/e
<br />UNSOLVED
<br />, THIN 5 & 7
<br />435.0. -72.0
<br />>6'-B" TO 11'-2' V-
<br />2 Ilr
<br />` •a�•
<br />6
<br />+43A, -48.0
<br />I2'-4" OR LESS
<br />3 'Ir
<br />' 6017f00 140011"
<br />6, 6 8 10
<br />BOLTED W/ V4V-2001 SA MA a MARIen AT Omw t MOLFNGTH OF PAML
<br />(VALID ONLY FOR PANELS(7& Q INSTALLATIONS AS PER SECTIONS I THRU 7. ON 9WETS 4 & 84
<br />MWINUM ASD.
<br />DEi1C1
<br />RATWIC .•.H(P .)
<br />MAXIMUM MICIORS SWdKi FOR EO. - 3 ,/r -
<br />APPLICNAILE TO
<br />SECTIONS 0 k
<br />AM'OF THU
<br />iM%WM PMIEL
<br />LE11f7X SILT (4l.)
<br />IAtKDN
<br />OF TAP-d6P
<br />CNX-N
<br />PoNIOlN1E FflIMLE p
<br />W+IELWJE RUS
<br />TO CQClff}E
<br />CONCAVETO
<br />CONCRETE
<br />TO CONCRETE
<br />COM2RRM
<br />TO. CONCRETE
<br />TO CONCRETE
<br />r
<br />N/A
<br />KIN
<br />N/A
<br />r
<br />NJA
<br />e'
<br />NfA
<br />6"
<br />WA
<br />} (TEN)
<br />A'
<br />b'
<br />N/A
<br />N/A
<br />6'
<br />A'
<br />S'
<br />6"
<br />5"
<br />6'
<br />1 (BOTTOM)
<br />5'
<br />M/A
<br />N/A
<br />WA
<br />6'
<br />N/A
<br />0'
<br />NIA
<br />6'
<br />N/A
<br />2 (,a,
<br />j
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />5'
<br />NIA
<br />5'
<br />WA
<br />S•
<br />N/A
<br />2 (BMQW
<br />+55.5, -72.0
<br />IT,
<br />MIA
<br />N/A
<br />N/A
<br />6'
<br />WA
<br />6•
<br />MIA
<br />6'
<br />WA
<br />3 & 4 CIRP)
<br />V-5. OR LESS
<br />OR LESS
<br />r
<br />5"
<br />N/A
<br />N/A
<br />6'
<br />r
<br />Y
<br />6'
<br />6`
<br />6"
<br />3 (BOTTOM)
<br />6•
<br />N/A
<br />N/A
<br />N/A.
<br />6'
<br />N/A
<br />r
<br />N/A
<br />5'
<br />NIA
<br />7 me)
<br />e`
<br />5'
<br />N/A
<br />N/A
<br />a"
<br />6"
<br />6'
<br />e'
<br />6'
<br />6'
<br />4 & 7 (BOTHAO
<br />N/A
<br />N/A
<br />12 1/r
<br />6 1/4•
<br />12 1/2'
<br />5 1/4'
<br />a 1/4'
<br />6 1/4'
<br />6 T/4'
<br />0 1/4'
<br />5 (TRV'/BORDM)
<br />SEE SIHEETS 10 ! t I FOR ANCHCR5 TYPE A SPACMC FOR INSTALLATIONS AND WOOD PIMLE BUILDING.
<br />IAIIIIAt ANCHOR EAKBgS AND M6MAAI EDGE DISTANCE ARE **CA D ON THE SCEEDUL FOR EA LESS
<br />IN" INDICATED ON SOMEDIAE REDUCE AMC" SMCIN, BY "WILTON) SPACSO SHOWN ON SCION£ BY
<br />THE FOLD WING WIMB. FOR THIS OPERATION TO BE POSSpLE REDUCED SPAM 0$11ARM USa FACTOR
<br />MMUL NOT BE LESS THAN MNMUM SPACING NOCATED FOR EACH ANCHOR TYPE AT ASCOTS LEGEND
<br />ANCHOR 1YPi
<br />IJ#"t
<br />1f4'I
<br />1/4*.
<br />}f#•r
<br />1J4't
<br />if4Y
<br />iMNbIH
<br />O ilv-GIP
<br />G,LA�RE
<br />wLG-BEr
<br />Mn ARPHCR RPN MS 0A1
<br />3
<br />3
<br />3
<br />S
<br />2 ,/2
<br />3
<br />_ ,„06� q,sYM O j
<br />3
<br />3
<br />3
<br />3
<br />]
<br />3 ,/2
<br />SNL14t3 0•nRr, SNa 0.)
<br />3
<br />=
<br />3,12
<br />3 ,
<br />3 1/2
<br />AtA1lL 6A � 0PNO
<br />MISSION
<br />] Ih'
<br />1Ap
<br />)AO
<br />TAD
<br />LD.. Sir LOW GRASS
<br />Gl=,:h4e�7
<br />Mot.
<br />i
<br />I
<br />1
<br />f,
<br />i
<br />I
<br />i
<br />• 5/a' Low MAW BUSHING
<br />h304 S.S. ALR 0 6 1/4' O.C.
<br />EL LENGTHS LAP TO a'-0• AND 5
<br />. FOR LWGRRS UP TO W-5• M..
<br />�1O PAMELMATIE f6RMR.E M OR
<br />R PLUS p 12 tJ2' Q. F MOTH t
<br />NQtEt'iT
<br />1. INSTALLATIONS ARE ONLY VALID FOR SUIL1)INOS WITH A.S.D. OESICN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8
<br />2. FOR NEW WOOD FRAME CONSTRUCT": WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS I
<br />T012 11
<br />rs)
<br />STUDS O Eye
<br />OVERU
<br />72 1/2. 0. (
<br />HOLD PAN
<br />ale' Mt, (CASE 1)
<br />3' MIT, (CASE R)
<br />MAX A3.0.
<br />PRESSURE
<br />RAiR16 t.CONCEM
<br />UPCON
<br />O' 6P-(R P
<br />CAUL-11
<br />Rmift 1E mw a
<br />timal f M6
<br />AANXIBLE ToDESIGN mcno" / R
<br />COMBINATION'
<br />OF THEM
<br />N.WEEULI P.p#EL
<br />LENT M 1" IN
<br />N
<br />CONCRETE
<br />BLOCK
<br />ro
<br />CONCRETE
<br />Bl�
<br />TO
<br />GNCRLTE
<br />CONCRETE
<br />"DONCONCRETE
<br />$
<br />Cork ETE
<br />TD
<br />CONCRETE
<br />CON'.
<br />&0CK
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />B'
<br />N/A
<br />6•
<br />N/A
<br />1& 2 (TOP)
<br />55.0, -72.4
<br />9-
<br />7'
<br />9`
<br />9"
<br />9'
<br />9'
<br />9"
<br />9'
<br />8"
<br />9'
<br />1 (BOTTOM)
<br />5'-0' OR LESS
<br />8"
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />k/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />1 & 2 (rOP)
<br />7 1J2`
<br />9'
<br />9'
<br />9"
<br />9"
<br />t (BOTTOM)
<br />+55,0 -72.0
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />N/A
<br />6'
<br />NJA
<br />6"
<br />NJA
<br />1 $ 2(TOPj
<br />7'-6" TO
<br />9-
<br />4,
<br />$-
<br />61.
<br />9`
<br />8"
<br />6"..
<br />6'
<br />8'
<br />6"
<br />1 (BOTTOM)
<br />MAXIMUM
<br />PREsSuwe
<br />I MUD 0 Sir Mh FROM TOP OF MIO
<br />CiSE 2 DOUG p r LBn FROM TOP OF m"
<br />APPLICABLE
<br />C�E// O
<br />COMBUk7I)
<br />Of THEM
<br />MIGOAIUM PPNEI,
<br />LENGTH L" (R )
<br />T
<br />-
<br />ti
<br />+49.2 -51.5
<br />3" 3•
<br />4 1 Y ? 4 1/2 `
<br />2 (BOTTOM)
<br />7'-e` OR LESS
<br />+S" -46.0
<br />3' ! 3'
<br />4" e
<br />2 (BOTTOM)
<br />7-6' OR LESS
<br />t55.0 -72A
<br />2 1/2" I 2 9f2'
<br />4" 3 1/2'
<br />2 (BOTTOM)
<br />T- V OR LESS
<br />+55.0 -72A
<br />2 1/2' 2 t/2'
<br />N/A N/A
<br />2 (BOTTQMj
<br />T-6" TO a* 0"
<br />+55.0 -72.0
<br />-.. NJA N/A
<br />3' 3'
<br />2 (IDIOM)
<br />T-V TO 8'-8'
<br />f__N ALTFRNATF --Y —
<br />1 Mee ANCHOR MOx. ANCHOR 1
<br />SPACING SPACING
<br />DETAIL 2 Fi,OOR MOUNTING INSTALLATION (APPLICABLE IQ SCHEDULE 2)
<br />SCALE: 3/1V - (-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RA IN (p.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "0 HSC EDUCE
<br />F A(qF ONLY TO TIONS L & 2 IN n1:n F,NT ,FP SAFETY AJORM PA19
<br />MWEM ON SHEV 93T_
<br />It•ANe1M ASII TN:
<br />i'PE>Z,K MTYiG
<br />Ws. PAM0. LD4M
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<br />1t'1.0. -72D
<br />A•-6_
<br />E 3/4-
<br />UpC.tAD
<br />SEE MEET 15 FOR ANCHORS TYPE & SPACING FOR NSTALLAINS INTO WOOL FRIAR BINDRAL
<br />MINIMUM ANCHOR WACNKY AND MNRRAL EDGE OWANCE ARE INDICATED ON THIS SCHEDULE FOR
<br />EA =3 THAN SiDrATE0 ON SEMDIAE REDUCE ANCHOR SPACING BY MAJVLnMG SPACING
<br />SOWN ON SCMDUFE BY Rff FOLLOWING FACTORS. FOR THIS OPOWON TO BE POA1&E<
<br />REDUCED SPAG6fG OTTNNE'6 USING FACTOR SEMLL NOT BE LESS THAN MNMN SPACING
<br />ItOGNED FOR FA41.ANCHOR TYPE AT ANCHORS LEGINO,
<br />A10110R EASE
<br />1/4'R
<br />12 4't
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<br />MAXIMUM
<br />A.S.D.
<br />SPACINQ
<br />INIQ
<br />DESIGN
<br />,SCHEDULE
<br />EXISTING
<br />PRESSURE
<br />FOR
<br />RATING
<br />REGULAR
<br />CONCRETE
<br />(12.9.f.)
<br />STORM
<br />& CONCRETE
<br />AND
<br />PANELS
<br />CORRESPONDING
<br />(D
<br />BLOCK
<br />& Q
<br />STRUCTURES
<br />INSTALLATIONS
<br />MAXIMUM
<br />ANCHOR
<br />(VALID ONLY FOR. PANELS0* RQIVSTAL ATIONS AS PER SECTIONS i THRU 10, ON SHEETS 4, 5 & 8)
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<br />FLORIDA BUILDING CODE (High Vel"Ify Hurricane
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<br />* NO.
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<br />_
<br />�'0 tv' "` 20 GAGE GALVANIZED STEEL STORM PANEL
<br />F,P,'
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<br />SEE SREflS tO, tt AND 12 fTIR N!ClKKtS TYPE a SPACING FOR NSTAt1ATMIH5 N7D WRDO F7ttliE BUILDING.
<br />t41MRNJM ANCHOR SPAGNGS AND INAMA, EiA'A tViT.ANr� ARE INDICATED pR TFMi SCHEDULE. FLIN CO. LESS
<br />TRMI4 NOICA7® ON SCNEONL REDUCE ANCHOR BRICeT BY YUl1VLY5Ki SPACINGSHOWN ONSCHEDULE 9Y
<br />THE FOLLOWING FACTORS, FOR TeN6 OPERATION TO ff POSSIBLE. REDUCED SPACING 067NNED LSARG FACTOR
<br />51VNL NDT:� LESS 1NW MNaLLW PACING BOKATE4 FOR TALE ANCHOR TYPE AT YNCt1tTRs LEGEND.
<br />AIi�S T176
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<br />INSTALLATION DETAILS FOR REGUI„AR PANELSCD & (0
<br />INTO EXISTING WOOD STRUCTURES_
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<br />/1hf0 PAMEIAMTE PLUS \ 14-10 PANELARATE PLUS tiI 14-10 PANELMA7E PLUS
<br />f-d 1 7/e"
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<br />ATIpN4 TO / TXISIVI W PET TO WOOD ) THREADED
<br />iFNFA�D PET TD Et�A0D
<br />WOODHEADER
<br />H HEADER J EaM6TIFlb* W000 HEATER
<br />p EXISTING WIND HEADER J E1OSI,NG W000 HEALER REOWRL'6- I
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<br />-DER` / 2 6 t/4' D.C. WOW HEADER
<br />V `1 I Min.
<br />REDUIREWOOD
<br />I REQUIRED
<br />tlk film SCFIEIWIY ON SEE SCHWAS: ON
<br />SEE SWEET
<br />6CHE a I 51WtT S
<br />FOR m OAS& A 1
<br />--- ` FbR SE7Ve0.RA.ilUN FINE Wr. SEPAMIKNN
<br />S
<br />MLA. f`MIES. t£NGIN _--^.. —.-- I-,r Mmc PANEL LENDER Mw PANF:1. LENGTH
<br />1 t'Y-20A1 SS (SEE NOTE 1 3Jlr „eN •fAIT (SEE NOTE 1 , 4Y-2pY1' S, _
<br />/ ) � J r$ I ) / 3. (SEE NOTE 1)
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<br />5O% I 06A OF
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<br />--s-+ ,C 14-10 PANEIMATE PLUS -(� (. t t- ' {. PENETRATION AT
<br />REpJIREO { �-` REQUIRED 4 RE0UR�0 I 'y
<br />�4
<br />F -•
<br />{t MIDWIOTH OF PLATE
<br />L PENETRATION p `�.' ✓' 9 L l
<br />y 1 wD WIDTH OF PLAN , 1 45L LAG SCREWS p
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<br />ATT MIGINOTH OF PLATE
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<br />SALE 3/8-i•. MOUNT ffi INSTALLATION QJRECT MOUNT NQ INSTALLATION
<br />SCALE 3/8-1" SCALE 3/8-7•
<br />MOTES:
<br />1. INSTALLATIONS FOR ALTERNATNE:S 8W, 9W & TOW ONLY VALID FOR u1,1114111Nq
<br />BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43.8. -48.0 pA.f. AND A 7IL1 f'AAy4
<br />PANEL`S LENGTH UP TO 12'-4' Nxa�QA
<br />•LENS
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN � Q�": ' •''.;t 4'g
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ; J s. EMOTION BUILDING CODE (High V01OCtt NurAeOne Zone)
<br />NOTE FOR COM)3I4RIjl(DN OF sEcnaNs c No, 415 •: * mmb nTEDb. NG 20 GALE GALVANIZED STEEL STORM PANEL
<br />is al'er
<br />TOP & BOTTOM MOUNTINGS CAN BE * : --�--- -
<br />COMBINED IN ANY WAY TO SUIT ANY , GLOBAL PROTECTION PRODUCTS, LLC. 1,7 �
<br />FL -,I�-;-�-- IMi.
<br />INSTALIATION.•••
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<br />'SLEET t2 or 20
<br />INSTALLATION QUAILS
<br />FOR OPTION # i FOR
<br />LIFE SAFETY ST08M PANE
<br />SYSTEM
<br />,/4+ uG svEWs a 6' aF w/
<br />INTO EXISTING WOOD
<br />STRUCTURES
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<br />MOOD FRAME CONDITIONS
<br />& ANCHOR LOCATIONS
<br />AFkUN4E F
<br />PANELNATE PUS 0 6' O.C. WJ , t/2' Aka
<br />SCALE 3Jr . ,•
<br />THISOCFD PENmwKiN TO snRD WOOD
<br />RACE
<br />ROLE , SHUTTER TRAM NOT SNCWTI FOE CLAW
<br />WALL MQUNTiNG INSTALLATION
<br />"��PpEETi"
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<br />r3yti \� stG #
<br />s' No 7 =
<br />FLORIDA BUILDING CODE HI h VelocH Hurricane Zona
<br />mliEi
<br />* : i
<br />u26zo nTEco, vNG
<br />20 GAGE GALVANIZED STEEL STORM PANEL IN6Nx tm
<br />1. INSTILLATIONS ARE ONLY VALID FOR S ALDNGS WITH "0. OEWGN LEADS UP TO
<br />+555, -724 W AND PANEL'S LENGTH UP TO f-r.
<br />Z 4'•• $T � A•L:r r -.
<br />9 '•. ft R%
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<br />IO L DAIL,
<br />2. FOB MEW WOOD FRAME CONSTRUCTION WDQO MEMBERS 70 BE SOUTHERN
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