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<br />(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX. AS.D.
<br />MAXIMUM ANCHORS SPACING FOR E.). = AS SHOWN ON SH ETS 6 ai 7.
<br />-
<br />APPLICABLE
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<br />DESIGN
<br />To
<br />PANEL
<br />TAPCON
<br />LAG SCRLIV
<br />PAIRELMATE
<br />PANELMATE
<br />WOW BUSHING
<br />PRESSURE
<br />RATING
<br />CU0 rX}N
<br />LENGTH
<br />V(p.3.i.)
<br />FEMALE 0
<br />OF THEM
<br />(nj
<br />7a
<br />13'
<br />IF
<br />13'
<br />S3'
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<br />1 3
<br />13
<br />13
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<br />131
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<br />' SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS & MAY. PANEL LENGTHS WHEN SPACER 0IS
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<br />MAX. A.S.P.
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<br />13'
<br />13'
<br />93'
<br />t4'
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<br />a 1/Y
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<br />8 1/2'
<br />6 1/1 _
<br />(TOP)
<br />-
<br />6 i 4
<br />-
<br />12 T ! 2'
<br />6 1 f
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<br />>V-a"
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<br />3`
<br />2
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<br />USED, CORRESPONDING ONLY TO ALMdQATE 2W ON SHEET 6
<br />TABLE III
<br />A
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<br />MAXIMUM A.S.D. DESIGN PRESSURE VIDNO Wadi) AND ORRERMING MAXIMUM ANCHOR SMNG SCHEDULE
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<br />MAX. A.S.O.
<br />DESIGN
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<br />17 1/Y
<br />13'
<br />73'
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<br />15"
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<br />13'
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<br />13'
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<br />13`
<br />8 1/x
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<br />10 1/:
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<br />73"
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<br />7 1/x"
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<br />6 (TOP)
<br />B If2'
<br />13
<br />13'
<br />i3"
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<br />ti b"
<br />13"
<br />6 1/2'
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<br />73`
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<br />13' f8 t/2'
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<br />13' 6 1/2`
<br />5 (BOTTOM)
<br />13`
<br />6 tfY"
<br />13`
<br />12V
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<br />10`
<br />IF
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<br />51' Ir
<br />13'
<br />B 1/2`
<br />5 (Burma)
<br />/T
<br />_
<br />1 3'
<br />t3`
<br />tO I/2
<br />t3'
<br />7'
<br />13• i 7'
<br />7 7f2"
<br />5 1/Y
<br />IT i4.. t/2"
<br />a (TOP)
<br />IT
<br />8'
<br />13'
<br />13'
<br />13'
<br />a 1/2'
<br />,3•
<br />5 i/Y
<br />9 1/2')6 1/2`
<br />13'
<br />S i/2•
<br />B (TEP)
<br />-
<br />-
<br />B I/4'
<br />S 1/4.
<br />6 1/4'
<br />6 1/4'
<br />- -
<br />-
<br />-
<br />a 1/4" 6 ,/4'
<br />a (BOTT.-)
<br />-
<br />s 1/4`'a
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<br />6 1j4•
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<br />6'-6'
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<br />6'-2•
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<br />A MAX. PANEL LENGTHS ARE Y ON VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C.
<br />_ ,...__. _..... ___ ...-I, ,___ ....._...._. _ __ ---ANCHORS (SEE SECTIONS & ALT'IO NATIVES ON SHEETS 13,, 14, 15 &T6t_ ....-...--_- _.:-«_.,___....-_..__... ..._..-_,,._.
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<br />S'/ N`+-�! GLOBAL PROTECTION PRODUCTS.. LLC. p7n�1S0J4
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<br />SE ST T tI FOR ANCHORS TYPE N 94.046 T"OR WSMLLATIOkS INTO WINO INANE BUIUARM
<br />N WI MUM McHDR SPACOOS AND WW,*t EWE r4 ROKIE ARE INDICATED ON THE 301=1L FOR EmR
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<br />SCHE71[+L€ BY THE foilam" MTDM SIR THIS OPERATION 70 BE fYYsmC WOU'm SPACING
<br />OBTAINED USING FACTOR SHALL NOT RE USS THAN AINNNM SPACIND 0010100 " IAM ANCHOR WIE
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<br />DESIGN LOADS & MAX. PANEL W WHEN SPACER L"Y IS USED.
<br />1/4'0 TAPCON_ a,. _ ,_ W=POURED
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<br />LENGTH
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<br />V-8"
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<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />51-10•
<br />A MAX. PANEL LENCTNS ARE ONKY VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & Wj Qq SPACER AT 12 I/2" O.C.
<br />- - I
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<br />GON.^RErE BLOCK
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<br />N P Q P H PANEL LENGTH
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<br />8 a
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<br />11 1 1(-SEPARAIbN - ! II i 1= G
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<br />„ EXISTING POURED CONCRETE OR EVSTING POURED CONCRETE ON ERSS"T,tsG F'OUTtED CONCRETE OR
<br />TONCRETE BLOCK REQU,'REC. "_'CONCREIE BLOCK REOUrRED. _-t kdCRETE BLOCK REOWREn.
<br />9- N€L Q EGULLAR F LS -0 L FEC SAFETY PANEL
<br />WAIL MOUNTINGS
<br />.. XvA'NI,T1TN7rH SCALE 3/8-1`
<br />SEE SKIM 15 & t6 FOR AMPHORS
<br />ANCHOR 11P6
<br />w _1L/C!5r
<br />...ON
<br />TYPE. k 9PAC7N0. FOR INSTALLATIONS INTO
<br />FRALt�L1nDNNGS.
<br />MIiBNUM ANCsigR BPACtIHiE ANp MaiRMMEDGE
<br />KINA Wl NACNa71 sPmga
<br />sNlWAeIWm4i ;Ltx,°ri4A(W
<br />o w"oi -t tC4mWM97
<br />z
<br />STANCE ARE ,NDKIATED OT+ THIS
<br />SONtpuLF FOR CIL LESS THIN xNOK:Ax£D
<br />aN SCHMIRE. REDUCE ANCHOR VACM
<br />B1 NIaPLYBNG BPA _ BI'IWM -
<br />SCHEDULE 01 THE FOLLOWING FACTORS,
<br />AMft VDK 06010M OW
<br />/a-
<br />—'— _ - _
<br />�..._ 3 112•
<br />a]6
<br />- _
<br />0.d1 -
<br />FOR INS CfOWIDIN TO S PDSSISIL.
<br />REXCE0 SPACING OBTAINED USRII
<br />PA"SWU NOT' aE LESS TH N
<br />k,IwARIM SPACNO INDVUEO FOR r.ACH
<br />NotHOR T'n ON THIS SCHMIAC.
<br />y
<br />-------. - .. ______
<br />q98
<br />_..,.....
<br />-------------1--
<br />____
<br />INSTALLATION DETAILS FOR UFE SAFETYPANELCI) INT�LLATlOI DETAILS F000�ATTY PANEL Ih1 T T N N
<br />INTO WOOD �T fLCLU^RES
<br />INTO PR R CO NCR T B INTO WOOD STRUCTURES
<br />_ __. __ -_ _ — -
<br />1 4'M TAPCDNL. 'i - T
<br />! _, ..... QtiSTINO POURED 1/4'P TAPCQN,„_. EXISTING POURED 19. I 41 : _ _ ___
<br />ANCHOR O 9' O,C. CONCRETE OR ANCHOR O 9' GC CONCRETE OR WOOD HEADER .�_ II I WOOD HEADER � Vi D NEA R HEADER II011 .
<br />f`,,•:' COONCRRE BLOCK f# CONCRETED. BLOCK ' REOUIREO 9UI— - EOUIREO !'O11RED ,. _ R
<br />.RE -`.k i7. Wppb #tEADE'I W000 HEADER
<br />.,... r (y ... £OINKED OUIRDS
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<br />I (D
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<br />ma I < i, �. . _ A EA F3LiST1 GXI IASSp .- 7- _ ` 99{.s5 w 1y- y/'-..?-.= 7 A9a15 w 'I. 0
<br />- i •C Maz. R .. 'L' MAX. _..._ { O2IGiH GEASY X _- t - t n .._ .t __ -.I. : I _, Y _ . IRO _. e . r__ EX ie t t- y${ c nss , u L
<br />11
<br />PANEL LENGTH "- - - i s 6• PANEL LENGTH I 1 R ,,, I 1-.. 'a' VAX. 11 I n I l.- MPX. � "� ' - - ��� Cif
<br />{ - --_.-� n I @ (SEE ELEVATION I I p Q c .i+. _._...i..-_ PANEL LENGTH 11 .i -.. a _ _ .._ _L_.J 1 LauN WGF r-e'7 n i , .:
<br />,7.-- -y -i - - (SEE FLEi+am1N I
<br />I 1 A6n - i ON SHEET Iz) P �_. r _ ._..___..I ON SHEET }2) i f __- ; _______7 'I, MOH. N .. __: _ _ - —T-. 6' (SEE ELEVATION 1i - ; -_ ._ _..-) PANEL LENGTH R - C (SEE ELEVATION -.__ _ _ -.... L' MAX, ___
<br />.. _r-_ - 6` II I a ,� I P `E" MAX. CDL
<br />17- +EPaji,4130.Y 1 I !PANEL LEMON ti I ON SHEET 12Y _ p ( ON SHEET 1x II I P PANEL !LENGTH E = 4 3: g• PANEL LENGTH
<br />I R I yj5' .-_- :-_— _-1.__.,,i I(SEE ELEva71DN _.__. _._._. I _ _-,- -_ - -J (SEC ELEVATION d __._i- 1 i I j� iJ ( ELEVATION
<br />N TO CLASS. I t ..._.m, _,.-_l.-_t B.-. __ -r- ON SNF.EP 73} p I 1 I T I - ON itlEfi 12) A I � .�,_.i a�. t _4 SEE ELEVATION n i _-__�_ ON SHEET 12)
<br />II n --.. - -.. 1.._ 11 L1 )`" t - - - ON SHEET i2)
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<br />/f•l : - i �>. : s �,ci; T7 7 Min 1 » I' Min. n TO GLASS. 1 I I -t- I- 1 .. } `` a .3-
<br />s: jY , w. i r a-SEPARAnD - s i I ! + 1 1 9 Mn. �` B 1' Mah:. I � ' SEPA{?AT1@N-._
<br />{ s, To CLASS. I : L/2 i it 70 A�LASSN-_' d l;„,l €i q
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<br />Ekia?n1E PO(D
<br />URCDj s ` i i FXSTINC POURED_ T ....�.} X' ...' %* i t1 5 L/2
<br />CONCRETE OR i�_ i_ .. _. , C!)NCREFE Oft I __ __ I- • _ "' I o ,21/2" A. .-., ; i 4 w ,11I2 F _ i @ Y -`I _ � 1 �---1 1 - y ��
<br />CONCRETE BLOCK -' = 4 44, CO.NC7tElE RLOCk f;_� E`b� '.....' ,. ..'. I pc i{O. -� ��` "•r , g nc. I EC, __ _ t .__-.a I ,.�� ;._. ..L ill, _ 1
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<br />REQUIRED. `" 1 e ,a ,/F ns PEOURFD - ,tlr,/ /7 (eLVOAo) 1 I _ _ t , t I _- _ .. -1 - . _ --1 1 ; -.. _._. 1 _ i EO f 1 I. ti %v oc ', �.I! e Si Vt Oc
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<br />l_.... 1 _.. .. _.- s_-.. __. N I ._._ t_.—.. _.. 4 f.. _%+.(yD,6 ;�:' ' I: I� 0-121w�L� j __._._--.i-_...._.__f ''r '.( _. f_—___ i.f- ttII _ _ _ _`-: .y'?'; . E ] �T , - ?34' WOOD 7 - �iif wsI� tli^. . - i 4 1 'v-' P7ATE :; �i�
<br />- I Bolts i, -.
<br />..,.r .',: ,' ;I I ,'". ' ;: , REOUWE+S �... , t :i �t. t2 00.€ Z`x4' WOJS, 1. i z-a4' WOOQ_
<br />; SECTION R 3A T" i/a W rAPC[aN N 4 o TAPCON I d•M TAPCO g
<br />1/49 PArtEuagrE ems___.._.;t 1/4 M PANOMA E-s___..; :I _. 1
<br />O REGULAR PANELS wcr�R BETDND 9` o.c. ": XxGHDR a e' b.c. PUTS
<br />ANCHHOR O 12 1/2 CC_
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<br />': ! .; . i , r 1 f • AN(:HGR $ 4" O.0 PLATE ..' p°.• ,.. ._.I14•P TAPGtiN't REQUIRED I 1 4'o PANE,.MATE. PCC REGYtm I ��
<br />;. i I SIAO(i.AE33 W/ SYOD .` u , 'i S1RC+O€REO WJ 5TUQ , . REOV4RE$ _ I _ ,,. _,/ . , 7 f9`P PANFLMATE PLUS
<br />ANCHOR o 9' D.c.
<br />__ v +a° W0t%7 _ , 1° ='•. l '" 'I t a ANCHOR dA IS ifx" G,C.( ANCFIYSR t2 1/2 b.C. ^^ 11
<br />WALL MOUNTINGS I i _ I _pl " TxoD ',` ... :! " W
<br />ALE s/a.}. . - rE * P:nTE �-
<br />SEE slim 15 & id FOR mc}+m TYPE & SPAONO FOR _a __ _ REWIRED U - .__... tf - REQUREb i
<br />SN;, ATK7W5 INTO NOW now BUBOIAS. ` I
<br />MRRMWN ANCHOR SPACINGS AND M NUM EDGE DISTANCE ... -._ I' . '; _ _- L
<br />ARE 11,00 En ON THIS Scia'AL MR E.D. LESS THAN _. 11 _. ,_-. _
<br />NpCATED ON SCHEDULE RENAX ANCHOR SPAONG BY •{r +I' �*
<br />Ma:rx±LYNO SPAcm SHOWN ON SGIEbULE BT THE AI d.G13I'Il3,kIYi ■
<br />PTX&DwNG iAct❑as Iva THIS nPEPAitCW it tE P❑Bs+elE. AL
<br />FOUDWI sPACITO I- TOJI T S O FAL-TOR SHML NOT O AaERNATIVE R-17 A%PAS[IVE R-10 L/�TERNATiYE R-may( R 2RW 'R-SAW ALTEE SAFE FARE cn
<br />LED now ACAXM sPACND SING JA'o MR HAUL ANCHOR lA ON]HT'Ik1,rr Ai � REGULAR PANELS e IFIEFN SAFETY PANEL RE � �GULAR PANELS &1 N„ p�1JFE SAFETY PANEL
<br />UMTOE THAN THE 6Y:NYEQULE. AAN +, � -- 9�!{ (TITS. EAN I£L 0MON,
<br />4 R a+sl"+'� A:.r,� M 16_.Ipl U TlNGS MNNIR+N,Af WALL MOUNTINGS WALL . INGS 4�GR:.TI�(!'�
<br />AAL`HOR M - _ w ,!Ak r *r.CEN r a scAn 3/IS A. TIL � SCALE 3/8-I" sDALe 3JB t" Rs' ENS W
<br />pum,,, .. ✓ 9
<br />NBiMAI ANCHOR ffilcNa !w-) 3 3 "' ;• `. FLORIDA BUILDING CODE Non Hi h Vetoci HUTr)cone Zane $' : CAS "•9 '. FLORtlDA BUILDING. CODE (Wan Nt h V•lac :. NuFTlcone 2artl T -
<br />nvTAra axi CarxA,M f1beR - ` _ - i b`% - 24 GAIN GALVANIZED STEEL STORM PANEL - {Non High Y61nCt NUFiinlTle Zone) Q
<br />tAUWMleita6E Cunn.,W GmY - 7 a
<br />OTT S In - so mTF�o' 24 GAGE GALVANIZED STEEL STORY PANEL `'"- ` ' ° - D. - NEST ?UILDING CODE
<br />DP0'N! T6ttY;O. 31C.. F.P. iaMtewas 2 TM ' * o29M MIECO, NC. FJ.
<br />AraIE ORDAQQ:D,) _ iamaR ;-q'. STATE0 - = vr t. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN 2 * . :. y, �, .•� S _ FLORIDAD DA 24 GAGE GALVANIZED STEEL STORM PANEL.
<br />...�•» 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. i.Q STATE OF �'2 _ ®i1WN en
<br />3T - - 1n/»/iv2e PRESSURE PAPNOS {R•s.P) AND PANEL i£itGfNS AS t' * i,---.+ yr/»/mm y•' Z
<br />_+'!� __---_-°"------ %pr'' `LDR14P • - IL ECOIwc. GLOBAL PROTECTION PRODUCTS, LLC. a1Te PER ELEVATION ON SHEET 7z 's o',. gTATEDs�-�s'r- � - ( Arc. GLOBAL PROTECTION PRODUCTS, LLC. D.E DESIGN PRESSURE RATINGS [P,a.r) AND PANEL %,oi :�lpR ��ASE.C.-07-Z,
<br />GLOBAL PROTECTION PRODUCTS, LLC.1 9s�
<br />- i - - '+ - _ LENGTHS AS PER f1E1SAl7ON ON SHEET 12.
<br />-- - (v TIWT resawa . sNw«EdINo c f4P 4Ig0 L si STT.rT
<br />_._ .__.__ j'Y _...____. _. �.._-._ _.-__. _. \ �� , ( �. V NYty G 2. FOR NEWWOOD FRAME CONSTRUCTION WEX)Q gs • +mv Sw, b, STREET '+ ' "zwiy /ONAI `•, `� "NN"1tlb9''°"�'"�,W0i-7 n. 31354 20-1.75 D -' i tdsA TEsnl , v WMr.1 i..� t,4Dgi sw. 5/ sriR11o.9n i.tm r Nn„„ mf_rma, m_im1 PHtaE1 644 -76M• FAX: ttt3<t -d7e7 MEMBERS i0 EcE SOUTHERN PINE Nv 2. W/ SPECIFIC : :,�Q,fi'. ,.!'( Rlfl ,.• -+ , MX£, W FAX, 2. FOR NEW WOOD FRAME Ct3NSTRUGitON: WOOD A l -ti%lN:lCOME, n. 31314
<br />44t 151 AM 3M. N. 1w YA6 wA4Ew, wlI(xA. M A,N ! D19A1•
<br />3 N,,;,� ,P„w,�,,tAOt) tP R' DENSITY OF 0;55 9R EQUAL. a •.' 1 •'' l ,.,w+ w.;+m. _.,_,. MEMBERS TO BE SOUTHERN PINE No 2, Wj SPECIFIC eNi14fv4H " I'b" a r A+a waw . a MIL,
<br />AIMNI +x.... im7 ftAa ,g. i&PH m±_iu, R1CXfL (9SAj6e9-751q FAX (1u4J�9-6T97 2D-775 )t NNI !/ 1Mar 7a6L isl.w¢. Fw: PMt mf<,ni i+H6tlE tsb4),10-75+6, ,Ae deb+ -e'mT 2D-t75
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<br />DA-aD 7a, i , 9NEn is ,d. DENSITY r3F O.SS OR E9UkL, wAXek min a� u.L eW i,-,u w i yHN¢r 19 aF 1e J
<br />RHLEt 14 W 1a T/NM'r Ai WMTER A n l A de., PE , au sa-,N a Pl. 9fJif9CNAtUgFIDA[E
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