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<br />INSTALLATION DETAILS FOR REGULAR PANELS J)
<br />INTO EXISTING WOOD STRUCTURES
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<br />NOTES: J A. TI NNY44• SALE 1/4- - 1'
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<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS �1yA•••••C�/l✓SS
<br />'':'P
<br />UP TO +55.5, -72.0 CST. AND PANEL'S LENGTH UP TO B'-8'. _��' )CENS � FLORIDA BUILDING CODE (Nigh Velocity Nu cons Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />__
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. No. 4167 ' nrzm nc. 20 GAGE GALVANIZED STEEL STORY PANEL CAROL 6r
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<br />YlIIS:
<br />1111\IIIIINI/III
<br />eM1NQ. A. TI((/jwAyI.yIN,
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />��'• •' "'��w
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B'
<br />?�P;' JrvENSF �
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<br />2• FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
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<br />NO. 16 •;
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<br />20 GAGE GALVANIZED
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<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
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<br />INSTALLATION
<br />- Ih10 PANEWATE PLUS
<br />1//' O.C. W/ 1 T/r
<br />INTO
<br />DETAILS FOR REGULAR PANELS(I
<br />EXISTING WOOD STRUCTURES
<br />- , "I� 14-10 PMIFIINTE PLUW
<br />a 1//{' O.C. w/ I 7/8'
<br />- A C1�4
<br />_ t{-10 PNIELMATE PLUS
<br />II
<br />i 6 1/6' O.C. W/ , 7n1-
<br />T1f1FADE0 PENETRATON m
<br />I E%Snr WOOD HEADER
<br />TNREA6tD PENETRATION m
<br />EXISTING WOOD HEADER
<br />w000 N p(R THREADED PENETRATION ro
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<br />SEE?
<br />EE SCHEDULE ON
<br />I SEE SafDUIE ON
<br />NA 't"
<br />FDR 61wTON
<br />TIED. PANEL LEt4G1M
<br />/IY-1RNr LS. (WEE NOTE 1)
<br />Me.. PANEL
<br />,/•'•-zar a9. (MATT
<br />TIT
<br />To CLASS,
<br />LF]461H 1 Yo'. PANEL LENGTH
<br />NOTE t) I t/.•�mPt• s.s ! (SEE NorE ,)
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<br />It-,o PANeLNNTE Plus
<br />/'�
<br />�I, ' �RIy
<br />2•.4• W000 PLATE Yw. nmEMfD
<br />- -
<br />REWIRED - --� / / / REQUIRED
<br />611'O.C. M 1 78'
<br />I Cam.
<br />REQUIRED
<br />IMSOWVH OF AT
<br />YOWOM OF RATE
<br />TIN[AOED PETIETRAION •
<br />AND WIDTH OF PLATE
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<br />DIRECT IA,AIM
<br />_. _. - AT MOWIOTH OF PLATE
<br />DIRECT NO
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<br />0' WALL. G INSTALLATION DIRECT
<br />MOUNT NG INSTALLATION
<br />no=;
<br />WHALE 3/8-1•
<br />SALE 3/8-1•
<br />I. INSTALLATIONS FOR ALTERNATIVES 5W. 9W k LOW ONLY VALID FOR
<br />8UILDHN:S WITH /LS.D. DESIGN LOADS UP TO +43.8. -48.0 p...1. ANDPAN
<br />AN WA
<br />.••
<br />2. FOR ECS LENGTH UP TO 12*-4'NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />N4'P��" •'l✓,0
<br />•:
<br />PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />' JCEN$E• ` s
<br />FLORIDA BUILDING CODE (Nigh VelocityNurr[cane Zone)
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />= NO. 41 -
<br />- : * =
<br />e]am n,ECO..t 20 GAGE GALVANIZED STEEL STORY PANEL
<br />fD.
<br />OPNRN w
<br />* '•
<br />TOP 8 BOTTOM MOUNTINGS CAN BE
<br />-
<br />S -•`•!,-- - '"•
<br />i5�0
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />87/s/m»
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />•. FL / -
<br />IL E C O ENS. 4100 S... SI snw
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<br />RIO�r.
<br />A"• �+ZO�.?
<br />tRUT rdTRw k ENa� eoINPANr IMM1. n U311
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<br />CONCRETE ANCHOR's COIIpRTE ANCHORS FOR CONOKrz ANCHOR: SEE SCHMU ON NOW It:
<br />(SEE SGEDVL[ oN (SEE SCIER" ON FOK 1100D SCrEW SEE SECTION ON SHEET t! I, Z IW LOCATION LOCATION
<br />,.) �Y- / /Is 1 1 8 ALTERNATE 8 1 1 1 8 ALTERNATEON 8 1 INSTALLATION DETAILS FOR OPTION f 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />J FOLW(D CONCRETE ` -i 'I r,. 1/4. 2/4. 2/I/4, 3/4 a 4/4 1, 2 A 1W 15 _ `a: wllaL �., - - -- ,'-o ,/Y
<br />__ AT END PANG AT END PANEL '/;"• 1�'G W31E•S •'' COCA "' INTO EXISTING WOOD STRUCTURES
<br />-_\ .Soo' ;_zs0• - ,.250• •" EVERY
<br />ov , /x Mn. nwFAOm PE7[Tana+
<br />r bmAe+c
<br />. - V
<br />POURED CONCRETE - - )-- -- ).. _-. - (12 1/2. 0. C.) tI� ro TN1XJ0 ,EAo01
<br />dd I 11{I i TO IgID PANEL Cn
<br />REDIIRED \tdit 5,,- W. (CASE I); - -- T - - '- - -- - - +4-^1�11
<br />\ I c•AL .. - � <. , I _., - : - - - 1. STUDS
<br />(12 I ( Mn. (CAST 0 . ( 0 1 � R, I W
<br />� D a �
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<br />i
<br />••t-. SCHEDULE
<br />, - rea, SCHEDULE
<br />f[,=,I 1 i(00 � � l 1 ( 1 iMOtlOMi-1 1 fARMS*(Nfll PIMEl) 1 �Do R I m HOLD PANEL I i T• i I i .. •�. i z _ ,
<br />RECOIL 1p a UMI,ARI'lIOM I� TO CLASUMA'ATIONS SS P, I - - - -
<br />P�}/ / r - E
<br />iw MI)r i EY[IIY d ='iYNMf]3• I O ( 1• (Mrs) -'( `---'} aT ,
<br />Stuo • ,] ,/x• ac. STUD a 12 1/2'rYOA. 1 1 ti
<br />1 1 --IIEo -Eq
<br />I IWn'� s(TIRE 9 - Nrs 1. i 1 __.. - -_ _._ - __ ✓.. 1 I ®
<br />stMR sip OR '/4• SCAEDIAE /1 SCIIE0IAF It �]•, MTERIOR PANEL END PANEL A pE B '/{ stINEn1AE al solmulE 171 - INTERKN! PANEL END PANEL S WtaLrEn I / ED, ED
<br />(sR acT. ,/�4j� To �e ,z ,/] ac. ]• ml (CAM 11) To 0)i a In o.c. _.. _. _ J.. . _ i.
<br />,- 3 _ FOR Yro. FOR MO.. - -
<br />cu
<br />( OQ. 1/N) r I _ _ --. - ----.-.- - - - -- - DR DIRECT MOUNT 59AC16r SPACING -3-- SPACING n 3•
<br />SEE I 1
<br />l (A 1F)RNrz PANELS)
<br />ON SPACING
<br />-J Mn - -3 Mn.rOOD HEADER O
<br />AT ) I a DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALATION (APPLICABLE TO SCHEDULE 2) - K�
<br />(BET IX7Aas ,/,. (IL1oMTE LOCATION SCALE 3/19 - 1• SCJLLE- 3/Ie' - )• w11G Mlt/ i
<br />��� • �1•)
<br />STUD • u 1 oc
<br />I i I I I I •(WEE oEws"s7i, ,. ►AAXIMUM A.S.D. DESIGN PRESSURE RATING s.f.` AND MAXIMUM A S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING' ALTERNATIVE 1 ALTERNATIVE 2 (L�)
<br />I •:/,.) JI! (n• ) _ /eftl' YN:MIE
<br />P0a a � MAXIMUM PANEL LENGTH P.
<br />SCHEDULE n en W/ WPRD"nB Q
<br />BL«K WALL CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 8 FOR (Nn) (Su ro • u 1/2' OX
<br />REQURED r r - rAPaI Orr r m eRCT'IbS T k ] INDICATED FOR tFr ..-F,.- oRu PAu• � or tp.) - ,+-
<br />I I /4. 2/4, W4 3/4 OR 4/4 ' ), z'a w/Is 1, z e( 1w/I5 INSTALLATIONS INTO CONCRETE d( CONCRETE BLOCK STRUCTURES sYsro1 oN SMELT ,3,. I I
<br />_ OF LIFE _
<br />ALTERNATE LOGTK)N YA,RRr win. 1100N N.. vw4(KLOmt, SEE SW 14
<br />1. _-) ON LIFE SAFETY PANEL L. SCNLUL j 1,: (M We - ' • P"'R"(NEJMgN6 (!Q eEti1)OIW) �m "W OAPaS Y 1' I 1
<br />W/No LIFE
<br />AREA
<br />_ W/O RE REGULAR TRACKS��_- -_ LOCATION(SEE�LO"mw) ( VET PANEL (n TO %INSTALLED AS PWCSSLAR mt m ro ro m m ColNS 0ION MAXIM 7PA I EO' _ r
<br />C L.. REG" PANELS W/ OR SAFETY PANEL --I SRXY WOWY ASA. SUMMATION
<br />CONCRETE
<br />CONCRETE
<br />LDW
<br />'I� R LP-W CAIK-IIN PAMDIMTE /EIM1E 0 AME11WiE no A PuCA9 E TO •ma -nA .-e 2 ]/.• ulratm ro GRASS,
<br />ro ro m ro I ED
<br />CONCRETE ANCHORS ,, 11R SAFFfv PANEL OPFJIUIG SMALL MT.D A.I. 4ACK CONdkLTE BIDCk COXCREIE MOCK COIOREiE BLtO LOCK NCRETE CONCRT[ BLDOI DE TNn E01 ('
<br />OR SiAIOPTION #1 FOR ALWAYS 8E PR01AOE0 W/ REM NAIOIE I/MY AA,CN011 SPACINGS; Ar MIrIW EDGE 06rAAOE ARE R+OrwrzD ON TIY SnEDNL rot
<br />OR
<br />(SEE SC/EDLAE OM - / EDGE 6 9R f1EET 16 FW NIGORS TYPE k SPKTIID FOR 13EN1ATDN5 Mp WOOD PMI( g1EAID.
<br />SKET +•) POURED CONCRETE WL CONOKION) m FACl1FATE wBFN.lAT01l 8 NRENDm B• N/A N/A N/A 6• N/A r N/A 8• NIA 1 k 2 (TOP) EL. ILSS MYI mCATN Ar SCHEDULE E REDUCE ANCHOR ylfj4 WF ALAWLY.AG SP/Cw0 EO{.oloom EO
<br />c•i1 REOUeED ,E AMC10R5 PANEL (1) IA OF STRUCTURE ALLED � eL1Nam Ft10Y IN9DC 55.0, -)2.0 9' 7' 9' 9' 9' 9' 9• 9' 9' 9• 1 (BOTTOM) 5'-0. OR LESS GROWN ON SCHEDULE IN THE rOUOWM FACTORS. FOR THIS OPOIATION m IS POSSIBLE, ' i I CON•_
<br />(SES SCTIEDI6E ON- 1 RYDU ID SPACING OBTAINED USSR FACTOR SMALL NOT 9E LESS THAN IMRIY 9wCNG
<br />SHEET 14) -{A ` ELEVATION 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A T A 2 (TOP) ROW`N'TED FOR 6KN ANCHOR TAPE 'V N1L1gM u000. - 4 N� �rz t - I. .000 PATE O
<br />.55.0 -72.0 5'-0' TO V-6' REOUA ED
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SALE 3/32•-1' 9 5• 9• a• 9' 7 1/2 9' 9' 9' 9' 1 (BQTTOY) ,/LAY /P• I/r. Ile. 1/4•.
<br />SECTION i SCALE: 3/e- - I- - SECTION 2 SATE: 3/8' . 1 ©®� t • 1 • ,/4' Ib . 6- N/A N/A N/A 8' N/A 6 N/A 6 N/A A 2 (TOP) tA•OWI v REP O! PA eLwft AA6 I _ Eo INE0DARK
<br />MOO 7Y1[ i
<br />rI/e Ib• IMP +55.0 -72.0 7--e• TO 8•-b'
<br />GM 9• 4' 9' a' 9' -6 e' 6• 6' a• I (BOTTOM) Aev Ales svNAM pA) ] a ] ] Lin {
<br />({Qjy� i. •YrirNeP ON d ] a A ]
<br />1. OF SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST DR LAST PANEL) , - -- ILA-4 "'' DL) "n 3 1/2 fi) �- ALTERNATIVE 3 ALTERNATIVE 4
<br />GR AS AN INTERIOR PANEL. (ANY PANEL LOCATION N BETWEEN ENO PANELS). 8 AST w101OR PANELS B (ALiWNrt LApTp1 AaK O OBi ISaBn 118.70R YN TF - ra
<br />LIFE SAFETY PANELS ANY OR MAY NOT BE INSTALLED ADJACENT TO RECUM PANELS ••A ti Al Er rNI) SCHFnr,LE 6 I QII W/_BOOR YOL.=. CON_L�- AT BOTTOM W/ E.D. - ! 1/2' • + _ - REMAINED 1/�. � � a / , I/x' . V,
<br />(W/ OR W/O REGULAR TRACKS.) SEE NmE T)
<br />1MaA N AS.a fAnD •SAY IRA. rOl ,GP d /TROD CASE I MA • S' l n PAP R M" APPLICABLE TO t 4•A-20Y S.S. U.S.a e• o.c. aCU
<br />2 LIFE SAFETY STOR PANEL CONSISTS OF 0.039• GALVANIZED STEEL STORY PANEL AS SECTION B-8 yAp00N sErnoNs / k MAXIIAIM PANEL - - _ r _ - ,m-- 1m - - m - .i -- 114 20 PAMELAMTE FOMIL 0 ON ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS W
<br />U6 GN i_
<br />PER cowPONENT SHEET 2 Oi DRAWING. -IN - ) p1NA11M11 I --- - - - -
<br />WALE 3/32--I• •R� ,p GOIABINAITO LENGTH i' (R. INIp - PAtREAMTE PLUS •roc • 1 tn' D
<br />C�jAJ A'Ir - - Im m / 1104b 3/e• - I•
<br />THIS PANEL ALLOMS ITSELF TO BE REMOnED OR INSTALLED FROM THE INSIDE OF RAERD • i/.1 OF THEM N.(N` Q A. TI TIRNAUD PENETRATION ro e>6SIFO Rom
<br />NN \�'i� .... / PLATE Mm RMRR TACK NOT YDWN `OR CIAN)Y
<br />STRUCTURE. .49.2 -Its J• J• 4 1/2• a t 2 2 (BOTTOM) T-6` R LESS �' �• •"' ✓
<br />NINE""""'RII / SNP:'' JcEN�r'''fs WALL MOUNTING INSTALLATION ,/11NINN
<br />J. LIFE SAFETY P REWREW TOP TRACK TO BE COMPONENT �k BOTTOM TRACK ro Na A NIL(/ +s2.e -66.0 3• J' a• .• 2 (BOTTOM) r-e• oa LESS1P p, TIL(/p 6y.
<br />BE COMPONE1jr As PER SHEET 2 OF THIS DRWWNG. aN,`(`Q`,. �......!✓,y i No. 44167 =1 ALTERNATIVE 1W d*`��•••.••••.•• ✓ W
<br />COMPONENT (Q7 Y 6E INSTALLED WALL OR noR MOUNTED FOLLOWING SECTIONS , k �.: +55Q -n.o 2 I/2• 2 T/Y A• 3 1/2' 2 (BOTTOM) 7'-6• OR I.ESW - �Q•.• ,`GEMS ••� .�
<br />2 ON THIS SHEET. AS WELL AS DETAILS I A 2 ON SHEET 14.GENSF % * 3 BDNC 1/r - ,• V F
<br />.Ss.o -n.o 2 1/2' 2 ,/2 N/A H/A 2 (BOTTOM) Y-6' TO e'-0' i *t ° _ i FLORIDA BUILDING CODE HI h Voice Hurricane Zone
<br />FLORIDA BUILDING CODE(High Velocity Hurricane Zone - FLORIDA BUILDING CODE (Nigh Velocity Nu Gone Zone
<br />4. win. LENGTH FOR COYPONEM ®IS 15'. _ j - v ND.
<br />Max ANCHOR SPACING FOR COMPONENT �ANCIIORAGE At BOTTOM IS COVEN ON = *: * ;� DARK, sF. -'yy0 •. LORIO •. V� Ogee, IS,^ EIOgS *'•, ST OF ?� �,,, w. Z Max A tLS t t 2. SHEET t{. NO• °�° n�• eKL 20 GAGE GALVANIZED STEEL STORY PANEL F" +55.0 -n.o N/A N/A 3' J' 2 (eOTrow) T-6' to e'-e' 1}'�j• : �tAl o]om n1DGa s_ 20 CAGE CALVA16ZE0 STEEL SNOTTY PANEL rP ezoxo nmo. PAC ry
<br />SCHEDUCOMPORLES
<br />®SHY BE PERMANENT OR REMOVABLE - .q, - F ' 20 GAGE GALVANIZED STEEL STORY PAMEL
<br />�c _.A, LLC, su. -n.0 PAN AND PANEL'S LE11CiN w ro e'-B'. Z
<br />-,y A `, c-' - m/snmR S - m/s/n2e 1. wsNJATKNS ARE ONLY VALID MR BURD94S WITH ASO x$CN LADS tP TO L R\ \. _ - GLOBAL PROTECTION PRODUCTS, LLC. pOC
<br />a� -_;� GLOBAL PROTECTION PROD - -"`-,
<br />5. WEE DETAILS FOR INSTALLATION INTO wooD FRAME BUILDINGS ON SHEET ,s- PRODUCTS, U.C.LLC. GLOBAL PROTECTION PRO + ',�`• F 0 .. -- --
<br />oR IL ECO•»H«NA.M•)►'1 IL EC01Nc. o'
<br />of ••. LAIR IL S+ 14 / AeWM Sr, et STREET I L E C O INo.
<br />/'"� AO' a COMPANY ONE- FL S,U14 2 FOR MEW 2, W/ FRAIL COISTRI�C1OF .55 O MEMBERS TO !E SOUTHERN . F e� Aem S.W. s, STREET
<br />8, SEE SHEET A FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALlATON OF �'., FS ' u, •'�' FL ]S,1' PRE ft. ], W sPEc.c DE716nY of Dss OR EQUAL H,, SJj' ' ALA' •r K' •'� 7E�nM0 t Ei1BWRB[b10 eo1MAMY OY•C 2 ]]s,.
<br />., S ONA� a r IAeoa n 01r PNOE (n,)Ae/-)s.e TARE (wXRR DEN 20-176 ( AIe r a aRei n Aar Pan (»41ei-Tsy ru <w)•N EFIn 20-176 / R r a ram. R,ma n sr.. not <ts4kee Tsy Kw: DMHH.-.m 20-17fi Q
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BRAIDS. SIN IIIN W11 "•� : (¢) r'o-i'-D�Ooe~� PIT/ .n-tan �i alRlRa w ( F.... Pi at�titi pi n,-tot a ey 111 i
<br />PL. YAL/9rMr,llE/DArz WETIM A I" Nt TC Y N-tY - _ r !QI 1S M A PL ,IAL/T+oNNtltc/IMTE RACIER A TIN JI.. � y +l-tu - 1 AIR'r OW 36 Illl IIIIN• PL. MAL/SIBNAmR[/ n .•N- � l>i CA-GOOAtNm• 6n-,6a ,SLR •u i - - a•.wa No-. J
<br />rFLO A n A Jr., 7 Y,T•tY
<br />r1Rr is a 1,
<br />SHEET N0.
<br />SH 1.1
<br />
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