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I III I III BI ImIN' lip II U] I_ RLIWN• ,. ] . . WALL AND FLOOR MOUNTING INSTALLATION FORad"IR cm • a _- _ SPLIT PANELS To)'a- \ m1oW,E , ` ra-.,/aw-4•"' rAT•n .•,a•_r-� _ �. ,-�----T,- �. C . i,• Cry.. ,v a •o,+ow -- - - - \ E I 1 ) F � � MALK• 10,111 • WAS,E11 . MR. I 1 EDOE or WALL ® D.. L . SaaDR r r2iD'/•• c ; 4/1" OPCOM X. r �_. 1• -4•--. 1 Oa1rAwTC m Wat ,. 1. RLDC •/ 2 1/r I `' -LION.' 2' --' x /Um Slat, ARa _ L ' I 1 SCALE: 141• ^R•Il 1 ' DETAIL I ) I WING •/a-•' ra T 7_�• �',( ®� I 1• 0W., "U1 I., M1K aoOAt�`�_�� .I YA/ar •,�loYlA[. ar �L _ I a •eeD A.+.. ->Ee cal L ,yam. I,a am. f •' /t••]�•• 1 _ a1 .ees W. -NOSE - 1 - .`_ 40NLL ' Cleo ON N' srET) ` 1 1 1 1 I ; •s/e.INiroc 4r\"3 FLUID muct, (2) 1 aY ,MUD lBo..IMOw. ,NNa%� _-Ma L- )4, Or i r) , :- ®p• 1I. :�:: --r... MAUNwN • m SPLIT STORY PANELA ELEVATKlN 1 I 1 SCALE 1/4'-1' SCALE 1/4"-t' -�r w"a9 SCALE I/B'-t• DETAIL 2 cox OF a sue \ 1�• -1 ► MLILLION SCHFOLILE MOa. INIL,LION SPAN (T.) • REQUIRED Tan. tI1BE MuuDN - . 1' a 1 4• j n1 c oN tNa[m . a N 1 -� 0f Na.O rat- _I,ILVEwE MIrO Ram ... �_! � •MUD • 'BANS VV FOR A.S.D. DESIGN PRESSURE RATING ilP TO /SS.of., SECTION 1 SCALE 3/B-,- MOTE MULLION CAN ALSO BE INSTALLED w/0 $FORM PANELS ON TOP OR eofTDY So THAT IT B LOCATED AT TOP OR BOTTOM OF OP011W. (ONE PANEL. OPENING W/ TUN TOP a BDTTOM) FLORIDA BUILDING CODE (Moh Velocity NUFFIDaM INSTALLATION DETAILS FOR REGULAR PANELS0 a CiA INTO EXISTING WOOD STRUCTURES A/r ,r� /wI..IRti WM>•m n+an __ __ w,Yp.•�ac TOR/ wm"� n i . � - _ •/r•W9 -., 4 N,•r k' , .•. w ma • r - ,M w *ra•* • r r 4 - _ Nso•ma I ,�e'� o .PmMrs I , ,� *MMlte ratNl.rN - -- - ' -- _ _ ,A• o�MN-n \� j4 uarn v'"mww a�"°Otiaorur. }s ROC ,•LION NI•• AN- i ; • f A.M. � .\ � 2 , � -- M'.rr'ml a� " :. 1 •••• N o"rWm iW.W"AAM. ,� Iff '� III ; ir:, � - ;', i! -- - ) ,".J ,, rR, ' r � ��".`L,•',` t VMAg [ At - _ I •moo a 6 ro •Aa m awe WALL IMMKTING � OWALLATION - ALTERNATIVE 3W mo "• u,/f�ec SON 1/4• 1' / r lYa I R RCO PN• �•,�y� nw1 ��1NSTLLLATION - LLTERNATIYE 1 L La.,a"�. „i•ia .-- -.... _ _ MOUNITual r e lma a ELDOR MOUNTING WAIL t FLOOR MOIINTRIG WALL bg)UNTM u6TALUTNkI - ALTERNATIVE Aw INSTALLATN M - ALTERMWE sW pNSTAWTION - ATTERNATNE 2W (SECTION AT TOP IS L1WiED TO +55a-67.D MAX. 11CALM 1/4• - I• A.S.D. OESION PRESSURE RATING) Si Ile _ 1' SCALE- 1/4• - I- iiTMa�a�, i elan ; 1 mom i e I rr Roo m c.,A i aaNs I ,o rw, Ntwo " w*PWs•••.. - •iSa�ow•o m F100R YOIINTMG INSTAl1ATNMi - SECTION SAW �NNN11M111111//� S `CALE: 1/4' . I • 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS�'�� A• jlt�l �' UP TO +55.5, -72.0 p.s.l. AND PANEL'S LENGTH UP TO 8'-B'. ?+y�P\,.�•' ,JCENS • �;/'��'4, FLORIDA BUILDING CODE N' h YN,xi Nurr(atn• Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. f N0. 4T67 £ roma'A�o' Pc- 20 GAQE GALVANZED STEEL STORM PANEL FP NOTE FOR (bMBBMTION OF SECTIONS; ? GLOBAL PROTECTION PRODUCTS, LLC. -q, ST DF� _ --- Dwc p TOP ! BOTTOM MOUNTINGS CAN BE �,ADF .. FL SLOT;: '� / ��-� ••.:'n. 1. A. r NPI.r {r••Ea ,a "i" Hoc t•a•M�7e•e. FNc' Malem-a'n> 20-176 4y sS/0 AL ! r` m "w Hll a" - INSTALLATION. P»�m awr r a. r arc wwa Ns COMBINED IN ANY WAY TO SUIT ANY ay G INSTALLATION. ////I ILN1 MALTIN A lug i.. Pi. N tF,r r "M to O SO CONGNTT ANGERS COMCIER AN010S5 FOR CONt21ETE AMMMa SEE SOEDMIE ON SHUT ,a; (SEE SCHEDULE ON- ($a eCIEDipE ON fall wDoo sLmCW: SEE BEctIDN ON mmw le - - 1, d 1W/15 S,ERI 14) sIm 14) J`- -` -I PDuRED oorDIEE __\ 1/4, 2✓A w41 3/4 a 4/4 1, 2 3 iw/is Y r.. r MM - -. lro' J.250 _ Sao• J.�. . r',' M,L f PoIREo caMna,E IEDtMWm \ J \ I cePL •' Cent I,{l.OR {I1'f.!fMt ; 11-14,11111 _i-1Z 1 II TTf- -i-1114111 TTooI (NEERIOR (WIEWM MM1Qj (wmw (END aMR itvDW a WSC�N� snNo • u +/2' o.a sT1D • u ,/2�o.e. I&I i11,�,SPEQ�A�.Y'IRT. MiR/'ia) ro i s I oc NN 'Mn (rlsE .. • TA.[IN_I- -III[itlA _ _ I- (sm ou 2/1{ r i i ..i 11 1 low Ai M 1 AT m PNELti7 I (.a SEALS 1-- GOI MRE R I I .2,14) OR CONCRETE S °pRELmn r A 2/41 24/4, 3/4 NA 4/4 1. 2. R yW/13 1, t 1W/15 to I ALTERNATE LOCATION _ --N ON LIFE SAFETY PANEL L- AREA W/NO LIFE SAFER PANELS LOCATION OF LIFE (SEE NOTE tKLoW) I.O. AEG" PANELS W/ OR - SAFETY PANEL -J W/O REGULAR TRACKS (SEE NOES I // / / , BELOW) E LAST PANEL. Ei7 TO BE INSTALLED AS (SEE SCHEDULE M CAFE SAFETY PANEL OPENeIO 8)IALL plL � g� LIEE ALMYS eE r=rX R/ TEAR HANDLE SHEET N) rrotAlm CONCRETE- :0.OaER % INVL CONION,•ON) TO AACAIFAR INSTALLAT,Ol1 r IN,E,OED �' '�M" COI10ER ANOKINsr `--`- OF OR Rfl10VfD Ffl011 M90E ELEVATION WALL MOUNTING INSTALLATION WALL AaID FLU+ MOUNTING INSTALLATION SCENE 3/32•-I• SECTION i SCALE: 3/8" - 1• - SECTION 2 SCALE: 3/e' . I p- N.F. GAP 1 • 1 • /4' Mm. GP - NOTES ON WE SAFETY STORM PANEL SYSTEM NCT IAIION (A] NL STORM CAN K TED DR 1. oR�/dAN �NTERIOR CNN£ . CANE PAN LA LLOCATTIIONµ END TWEE NL ENO �iEELS). PANEL) 1 a ffi rWIOERRprI) PANELS. A oC ►HEMS CAFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS a TRJMOE Laa1Kw (W/ OR W/O RECA" TRACKS.) SEE NOR I) 1. CAFE SAFETY PANEL CONSISTS OF 0.03B' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER WMIPONEM SHEET 2 OF DRAW". SCALE 3/32•-1• THIS PANEL ITSELF TO ■ REMOVED DR INSTALLED FROM THE NSIOE OF STRUCTURE. J. CAFE SAFETY PANS REOURES TOP TRACK TO 9E (bMpoNENr �t BOTTOM TRACK 7p 1Nu1NTlwpH BE coT ®AS PER SNR2T 2 OF TZ TNWYRdc. fC,�•CEN u�T,/ COMPONENT Y BE NSFALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I At ---- 2 `M ON THIS SHEET. AS WELL AS DETAILS 1 t 2 ON SHEET 14. �:•J FLORIDA 8UIIDING CODE(Nigh VelocityNurrte0l» Zon• 4. MCA LENGTH FOR COMPOEEM �IS IS•. MCA. ANCHOR SPACING FOR CS20HENi ®ANCHORAGE AT BOTTOM I5 GIVEN ON z �• * ao2o nttaD. *,c. 20 CAGE GALVANIZED STEEL STORY PANEL t," •r: SCHEDULE t ! 2. SWEET 14. ; * •: COMPONENT ® MAY DE PERMANENT OR REMOVABLE _ q, - a. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME MALDNKS ON SHEET 15. y' A IQP :' • - GLOBAL PROTECTION PRODUCT% LLC. IN�� o •.• oa 1L ECOINc. .m S.W. 3+sow 6. SEE SHEET 4 FOR DETAL APPLICABLE To THE NECESSITY FOR THE INSTALLATION OF h,, SSS ONA�• A• : *,. a f*L 4rNwa COMPANY PNeIIE: ssa CAME. R �'"a 20-176 F SPACERS A7 TRACKS IIS/Al1LD ADJACENT AND BEYOND TO STUCCO/WOOD BANGS. ,//N//I NELIIiM ` ,.--' Oln m.,*G . a : FILM ON -ran -= )eM-TSaA FA1C (abaleN-a'nTa PL StV v"Tvw/OOE CA. "An 10 wNtQ A Rllf Y. P.[ M TAW A RwRA ue. F Y,A] . _ _ . - _ a1WE11] M Ea MAXIMUM A.S.D. DESIGN PRESSURE RATING (F,X„1A) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR t VWFMIXWW AS PER SECTIONS 1 TMW fa ON SHEETS 4. 5 t e) • BOLTED r/ 1/4'0-200' aS NS. A Megan IJ D101M i MDJW M OF iNR MAXIM M A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n�A� INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES CIAMAD ONLY FOR PANDS I0! ® OWAl1ATIO1S AS PER SECTIONS 1 TABU 7, ON DIMM 4 t 5) www 1tia A: T/i t16 FLORIDA BUILDING CODE M h Veloci Nurrfetm Zon•i No. e'�0 n'u0 rG 20 GAGE GALVANIZED STEEL STORM PANEL*FP �'- ' > PROTECTION PRODUCiS/ LLC. /fMm S.R. 01 RNEiT oAL aAa�f20-176 O r,-• am Ot-NO 1. ATE C& fun _ - Flo, A iLLn JAL., PL n-w r srn . a Mw SHAL000mpto L NOT B[ LESS 11MM YOIMyII NACaNO MUNCHED MR NaRIG (S¢�)lF)NON OF ilDl ♦Sa.S. -T2.0 Y-S' M 1L45 2,/{• UIIBOLTED 1 1tRU b i z ♦153. -7Z0 »•-0' ro r-B' IAA. 2 3/4' IAlOLRD , THAT a a 7 .aaa -no >s•-s- ro +Ya• ,laN : +/2' • ••LAT�O•Dr/IS N e .Sae, -mo 12'-{• M LEa ] +/x• • SOVE• ,O'�!N•M E • A +o NOTES SUIT IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' N/A a' NIA x (BDnOQ ♦SEES. -n0 e' WA N/A N/A e' A e• N/A r Nt/A M LC55 N/ a A 4 CROP) ]'-S' M tE45 f• N/A �W^ NIA a• N/A S' N/A r N/A 7 ROM a• a• A/A(SOTTO*+)N/• /A /x' a +/.• +x t/2• a ,/r a t/•• a ,/r a ,/.• a +H' a (+d/BOTTOM) SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT �� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. 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TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. 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FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING FLORIDA BUILDING CODE (Moh Velocity NUFFIDaM INSTALLATION DETAILS FOR REGULAR PANELS0 a CiA INTO EXISTING WOOD STRUCTURES A/r ,r� /wI..IRti WM>•m n+an __ __ w,Yp.•�ac TOR/ wm"� n i . � - _ •/r•W9 -., 4 N,•r k' , .•. w ma • r - ,M w *ra•* • r r 4 - _ Nso•ma I ,�e'� o .PmMrs I , ,� *MMlte ratNl.rN - -- - ' -- _ _ ,A• o�MN-n \� j4 uarn v'"mww a�"°Otiaorur. }s ROC ,•LION NI•• AN- i ; • f A.M. � .\ � 2 , � -- M'.rr'ml a� " :. 1 •••• N o"rWm iW.W"AAM. ,� Iff '� III ; ir:, � - ;', i! -- - ) ,".J ,, rR, ' r � ��".`L,•',` t VMAg [ At - _ I •moo a 6 ro •Aa m awe WALL IMMKTING � OWALLATION - ALTERNATIVE 3W mo "• u,/f�ec SON 1/4• 1' / r lYa I R RCO PN• �•,�y� nw1 ��1NSTLLLATION - LLTERNATIYE 1 L La.,a"�. „i•ia .-- -.... _ _ MOUNITual r e lma a ELDOR MOUNTING WAIL t FLOOR MOIINTRIG WALL bg)UNTM u6TALUTNkI - ALTERNATIVE Aw INSTALLATN M - ALTERMWE sW pNSTAWTION - ATTERNATNE 2W (SECTION AT TOP IS L1WiED TO +55a-67.D MAX. 11CALM 1/4• - I• A.S.D. 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P»�m awr r a. r arc wwa Ns COMBINED IN ANY WAY TO SUIT ANY ay G INSTALLATION. ////I ILN1 MALTIN A lug i.. Pi. N tF,r r "M to O SO CONGNTT ANGERS COMCIER AN010S5 FOR CONt21ETE AMMMa SEE SOEDMIE ON SHUT ,a; (SEE SCHEDULE ON- ($a eCIEDipE ON fall wDoo sLmCW: SEE BEctIDN ON mmw le - - 1, d 1W/15 S,ERI 14) sIm 14) J`- -` -I PDuRED oorDIEE __\ 1/4, 2✓A w41 3/4 a 4/4 1, 2 3 iw/is Y r.. r MM - -. lro' J.250 _ Sao• J.�. . r',' M,L f PoIREo caMna,E IEDtMWm \ J \ I cePL •' Cent I,{l.OR {I1'f.!fMt ; 11-14,11111 _i-1Z 1 II TTf- -i-1114111 TTooI (NEERIOR (WIEWM MM1Qj (wmw (END aMR itvDW a WSC�N� snNo • u +/2' o.a sT1D • u ,/2�o.e. I&I i11,�,SPEQ�A�.Y'IRT. MiR/'ia) ro i s I oc NN 'Mn (rlsE .. • TA.[IN_I- -III[itlA _ _ I- (sm ou 2/1{ r i i ..i 11 1 low Ai M 1 AT m PNELti7 I (.a SEALS 1-- GOI MRE R I I .2,14) OR CONCRETE S °pRELmn r A 2/41 24/4, 3/4 NA 4/4 1. 2. R yW/13 1, t 1W/15 to I ALTERNATE LOCATION _ --N ON LIFE SAFETY PANEL L- AREA W/NO LIFE SAFER PANELS LOCATION OF LIFE (SEE NOTE tKLoW) I.O. 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SCALE 3/32•-1• THIS PANEL ITSELF TO ■ REMOVED DR INSTALLED FROM THE NSIOE OF STRUCTURE. J. CAFE SAFETY PANS REOURES TOP TRACK TO 9E (bMpoNENr �t BOTTOM TRACK 7p 1Nu1NTlwpH BE coT ®AS PER SNR2T 2 OF TZ TNWYRdc. fC,�•CEN u�T,/ COMPONENT Y BE NSFALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I At ---- 2 `M ON THIS SHEET. AS WELL AS DETAILS 1 t 2 ON SHEET 14. �:•J FLORIDA 8UIIDING CODE(Nigh VelocityNurrte0l» Zon• 4. MCA LENGTH FOR COMPOEEM �IS IS•. MCA. ANCHOR SPACING FOR CS20HENi ®ANCHORAGE AT BOTTOM I5 GIVEN ON z �• * ao2o nttaD. *,c. 20 CAGE GALVANIZED STEEL STORY PANEL t," •r: SCHEDULE t ! 2. SWEET 14. ; * •: COMPONENT ® MAY DE PERMANENT OR REMOVABLE _ q, - a. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME MALDNKS ON SHEET 15. y' A IQP :' • - GLOBAL PROTECTION PRODUCT% LLC. IN�� o •.• oa 1L ECOINc. .m S.W. 3+sow 6. SEE SHEET 4 FOR DETAL APPLICABLE To THE NECESSITY FOR THE INSTALLATION OF h,, SSS ONA�• A• : *,. a f*L 4rNwa COMPANY PNeIIE: ssa CAME. R �'"a 20-176 F SPACERS A7 TRACKS IIS/Al1LD ADJACENT AND BEYOND TO STUCCO/WOOD BANGS. ,//N//I NELIIiM ` ,.--' Oln m.,*G . a : FILM ON -ran -= )eM-TSaA FA1C (abaleN-a'nTa PL StV v"Tvw/OOE CA. "An 10 wNtQ A Rllf Y. P.[ M TAW A RwRA ue. F Y,A] . _ _ . - _ a1WE11] M Ea MAXIMUM A.S.D. DESIGN PRESSURE RATING (F,X„1A) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR t VWFMIXWW AS PER SECTIONS 1 TMW fa ON SHEETS 4. 5 t e) • BOLTED r/ 1/4'0-200' aS NS. A Megan IJ D101M i MDJW M OF iNR MAXIM M A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n�A� INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES CIAMAD ONLY FOR PANDS I0! ® OWAl1ATIO1S AS PER SECTIONS 1 TABU 7, ON DIMM 4 t 5) www 1tia A: T/i t16 FLORIDA BUILDING CODE M h Veloci Nurrfetm Zon•i No. e'�0 n'u0 rG 20 GAGE GALVANIZED STEEL STORM PANEL*FP �'- ' > PROTECTION PRODUCiS/ LLC. /fMm S.R. 01 RNEiT oAL aAa�f20-176 O r,-• am Ot-NO 1. ATE C& fun _ - Flo, A iLLn JAL., PL n-w r srn . a Mw SHAL000mpto L NOT B[ LESS 11MM YOIMyII NACaNO MUNCHED MR NaRIG (S¢�)lF)NON OF ilDl ♦Sa.S. -T2.0 Y-S' M 1L45 2,/{• UIIBOLTED 1 1tRU b i z ♦153. -7Z0 »•-0' ro r-B' IAA. 2 3/4' IAlOLRD , THAT a a 7 .aaa -no >s•-s- ro +Ya• ,laN : +/2' • ••LAT�O•Dr/IS N e .Sae, -mo 12'-{• M LEa ] +/x• • SOVE• ,O'�!N•M E • A +o NOTES SUIT IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' 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ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING CONGNTT ANGERS COMCIER AN010S5 FOR CONt21ETE AMMMa SEE SOEDMIE ON SHUT ,a; (SEE SCHEDULE ON- ($a eCIEDipE ON fall wDoo sLmCW: SEE BEctIDN ON mmw le - - 1, d 1W/15 S,ERI 14) sIm 14) J`- -` -I PDuRED oorDIEE __\ 1/4, 2✓A w41 3/4 a 4/4 1, 2 3 iw/is Y r.. r MM - -. lro' J.250 _ Sao• J.�. . r',' M,L f PoIREo caMna,E IEDtMWm \ J \ I cePL •' Cent I,{l.OR {I1'f.!fMt ; 11-14,11111 _i-1Z 1 II TTf- -i-1114111 TTooI (NEERIOR (WIEWM MM1Qj (wmw (END aMR itvDW a WSC�N� snNo • u +/2' o.a sT1D • u ,/2�o.e. I&I i11,�,SPEQ�A�.Y'IRT. MiR/'ia) ro i s I oc NN 'Mn (rlsE .. • TA.[IN_I- -III[itlA _ _ I- (sm ou 2/1{ r i i ..i 11 1 low Ai M 1 AT m PNELti7 I (.a SEALS 1-- GOI MRE R I I .2,14) OR CONCRETE S °pRELmn r A 2/41 24/4, 3/4 NA 4/4 1. 2. R yW/13 1, t 1W/15 to I ALTERNATE LOCATION _ --N ON LIFE SAFETY PANEL L- AREA W/NO LIFE SAFER PANELS LOCATION OF LIFE (SEE NOTE tKLoW) I.O. AEG" PANELS W/ OR - SAFETY PANEL -J W/O REGULAR TRACKS (SEE NOES I // / / , BELOW) E LAST PANEL. Ei7 TO BE INSTALLED AS (SEE SCHEDULE M CAFE SAFETY PANEL OPENeIO 8)IALL plL � g� LIEE ALMYS eE r=rX R/ TEAR HANDLE SHEET N) rrotAlm CONCRETE- :0.OaER % INVL CONION,•ON) TO AACAIFAR INSTALLAT,Ol1 r IN,E,OED �' '�M" COI10ER ANOKINsr `--`- OF OR Rfl10VfD Ffl011 M90E ELEVATION WALL MOUNTING INSTALLATION WALL AaID FLU+ MOUNTING INSTALLATION SCENE 3/32•-I• SECTION i SCALE: 3/8" - 1• - SECTION 2 SCALE: 3/e' . I p- N.F. GAP 1 • 1 • /4' Mm. GP - NOTES ON WE SAFETY STORM PANEL SYSTEM NCT IAIION (A] NL STORM CAN K TED DR 1. oR�/dAN �NTERIOR CNN£ . CANE PAN LA LLOCATTIIONµ END TWEE NL ENO �iEELS). PANEL) 1 a ffi rWIOERRprI) PANELS. A oC ►HEMS CAFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS a TRJMOE Laa1Kw (W/ OR W/O RECA" TRACKS.) SEE NOR I) 1. CAFE SAFETY PANEL CONSISTS OF 0.03B' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER WMIPONEM SHEET 2 OF DRAW". SCALE 3/32•-1• THIS PANEL ITSELF TO ■ REMOVED DR INSTALLED FROM THE NSIOE OF STRUCTURE. J. CAFE SAFETY PANS REOURES TOP TRACK TO 9E (bMpoNENr �t BOTTOM TRACK 7p 1Nu1NTlwpH BE coT ®AS PER SNR2T 2 OF TZ TNWYRdc. fC,�•CEN u�T,/ COMPONENT Y BE NSFALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I At ---- 2 `M ON THIS SHEET. AS WELL AS DETAILS 1 t 2 ON SHEET 14. �:•J FLORIDA 8UIIDING CODE(Nigh VelocityNurrte0l» Zon• 4. MCA LENGTH FOR COMPOEEM �IS IS•. MCA. ANCHOR SPACING FOR CS20HENi ®ANCHORAGE AT BOTTOM I5 GIVEN ON z �• * ao2o nttaD. *,c. 20 CAGE GALVANIZED STEEL STORY PANEL t," •r: SCHEDULE t ! 2. SWEET 14. ; * •: COMPONENT ® MAY DE PERMANENT OR REMOVABLE _ q, - a. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME MALDNKS ON SHEET 15. y' A IQP :' • - GLOBAL PROTECTION PRODUCT% LLC. IN�� o •.• oa 1L ECOINc. .m S.W. 3+sow 6. SEE SHEET 4 FOR DETAL APPLICABLE To THE NECESSITY FOR THE INSTALLATION OF h,, SSS ONA�• A• : *,. a f*L 4rNwa COMPANY PNeIIE: ssa CAME. R �'"a 20-176 F SPACERS A7 TRACKS IIS/Al1LD ADJACENT AND BEYOND TO STUCCO/WOOD BANGS. ,//N//I NELIIiM ` ,.--' Oln m.,*G . a : FILM ON -ran -= )eM-TSaA FA1C (abaleN-a'nTa PL StV v"Tvw/OOE CA. "An 10 wNtQ A Rllf Y. P.[ M TAW A RwRA ue. F Y,A] . _ _ . - _ a1WE11] M Ea MAXIMUM A.S.D. DESIGN PRESSURE RATING (F,X„1A) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR t VWFMIXWW AS PER SECTIONS 1 TMW fa ON SHEETS 4. 5 t e) • BOLTED r/ 1/4'0-200' aS NS. A Megan IJ D101M i MDJW M OF iNR MAXIM M A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n�A� INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES CIAMAD ONLY FOR PANDS I0! ® OWAl1ATIO1S AS PER SECTIONS 1 TABU 7, ON DIMM 4 t 5) www 1tia A: T/i t16 FLORIDA BUILDING CODE M h Veloci Nurrfetm Zon•i No. e'�0 n'u0 rG 20 GAGE GALVANIZED STEEL STORM PANEL*FP �'- ' > PROTECTION PRODUCiS/ LLC. /fMm S.R. 01 RNEiT oAL aAa�f20-176 O r,-• am Ot-NO 1. ATE C& fun _ - Flo, A iLLn JAL., PL n-w r srn . a Mw SHAL000mpto L NOT B[ LESS 11MM YOIMyII NACaNO MUNCHED MR NaRIG (S¢�)lF)NON OF ilDl ♦Sa.S. -T2.0 Y-S' M 1L45 2,/{• UIIBOLTED 1 1tRU b i z ♦153. -7Z0 »•-0' ro r-B' IAA. 2 3/4' IAlOLRD , THAT a a 7 .aaa -no >s•-s- ro +Ya• ,laN : +/2' • ••LAT�O•Dr/IS N e .Sae, -mo 12'-{• M LEa ] +/x• • SOVE• ,O'�!N•M E • A +o NOTES SUIT IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' N/A a' NIA x (BDnOQ ♦SEES. -n0 e' WA N/A N/A e' A e• N/A r Nt/A M LC55 N/ a A 4 CROP) ]'-S' M tE45 f• N/A �W^ NIA a• N/A S' N/A r N/A 7 ROM a• a• A/A(SOTTO*+)N/• /A /x' a +/.• +x t/2• a ,/r a t/•• a ,/r a ,/.• a +H' a (+d/BOTTOM) SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT �� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING NaRIG (S¢�)lF)NON OF ilDl ♦Sa.S. -T2.0 Y-S' M 1L45 2,/{• UIIBOLTED 1 1tRU b i z ♦153. -7Z0 »•-0' ro r-B' IAA. 2 3/4' IAlOLRD , THAT a a 7 .aaa -no >s•-s- ro +Ya• ,laN : +/2' • ••LAT�O•Dr/IS N e .Sae, -mo 12'-{• M LEa ] +/x• • SOVE• ,O'�!N•M E • A +o NOTES SUIT IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' N/A a' NIA x (BDnOQ ♦SEES. -n0 e' WA N/A N/A e' A e• N/A r Nt/A M LC55 N/ a A 4 CROP) ]'-S' M tE45 f• N/A �W^ NIA a• N/A S' N/A r N/A 7 ROM a• a• A/A(SOTTO*+)N/• /A /x' a +/.• +x t/2• a ,/r a t/•• a ,/r a ,/.• a +H' a (+d/BOTTOM) SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT �� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' N/A a' NIA x (BDnOQ ♦SEES. -n0 e' WA N/A N/A e' A e• N/A r Nt/A M LC55 N/ a A 4 CROP) ]'-S' M tE45 f• N/A �W^ NIA a• N/A S' N/A r N/A 7 ROM a• a• A/A(SOTTO*+)N/• /A /x' a +/.• +x t/2• a ,/r a t/•• a ,/r a ,/.• a +H' a (+d/BOTTOM) SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT �� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT �� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT �� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT �� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT �� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT �� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING U N � O � = � � C � N Cu O .� � Q 'o W s� C � t.•^2 CV m »c C7 r✓ N LV ,L N O ..FOE. 3 a, Nv a) c e EII � aM s� u a] ,., c o y � T G � O v O