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I _ I I I_ 1 1_1 1 1 I 111 111 I 1 11 "I. I I I M,ORR AROI10I6 (fQ C0R[ eN •®Ian _ 1 � 1 1 Oa v O,R1•,pI f••a M �.1 1 I I � +Jr - I 1 1 1 I NNow C"N / , roNPNDE ATlaoef� " fame, Iw senf f • n -. WALL AND FLQOR MOUNTING INSTALLATION FOR:'a6n,"dw''�;,r"PN. SPLIT PANELS rr IaNOEn AI,PePR O¢ sn,mu,t a AA r+etitruq.� I llim: i; C 1 .+.1V MYMin,dR ii ( F. NWNR AALIT �1_ 1 1 Fa[ 0 i•', 4Y, P 4m e/„n 1oFG01t d APPUCAW 0• i• ` __+•--^' nioole"'1��IIM1O(.}Ilo`/'. - WIN. ED C. 1f nnA► NID •D4 ..� _ _ - i SCALE' 1/4 mpg", t i'- ``}i•iL1ELJ1 t T `\i 1QUAIL I 1 ,Jt •.., • p{i°N "Pg11,C M,•Y R dvl , ��--- YWidY • f>8',PgtV AN NM sICD `?l fT� yr/ !Iw/r :� moor a —1 ss. ,Ms • r o.c TI' n1m ftaa \ a Ins'-r IA.a ANfl In /•'• ,MAN Rtf .,NONE[ IOt1Te M•R •ANT. - PaN� AAN NaI a AiAiL sn IINCEI ,R ] • M a iTTP IW . ea,o,s SCALE ` ![i.i, 1MLI oN SMEDULE r9/6r[f! P k q >1011 PO4C M mT,Ps .. 3.•. ffO a M•.. IAAUON TIEOUIREO Min. SPAN (TO • TUBE MDUAN - 4•-6• 2' . 3'. 1/8' 4'-6' TO S'-r 2• . e , I/r i S-8' T8 11 2'. r . 1/r, . ra 1'4' " '`i�sioRNP,7°ri"i ° •,>�ilu� awnm SCALE 3/6-1• 401E Muu.au Cw AL60 HIE ISTALLEO W/O STORY PANELS ON TOP QA BOTTOM SO TINT ,, IS LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPD" R/ TUBE TOP OR WrtOM) ,•11.f • r� i •off�ln ,loop aI°•a°I N>M i j , >a fe,mu OIM I ��1W 6.ALL• 1/4' - 1- f•DR . r� A•eeNIXON, �°TpOpY•�M6 t/ .Ws Oµdl l•111_g0� YYY _ _ _ _ J 1 _ . •® ; + lit ED =�: 1 - _L _ I ''. I AAuwN ew4 • pa Aeua to ,} 1 SECTION Y-Y SPLIT STORY PANEL ELEVATION MALE 1/a'-+'�°nw is SGNF t/6••.1• 1'0"Ym4 - 9 �tyJ w°m'll� FDI tWALL MOUNTINIC N nALLATNMi - ALTi78IATIVE 3W -- SCALE. Ile - I• •„sY a „AR INSTALLATION - ALTERNATWE 2W IKAIE t/4• - I' Nwa 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.l. AND PANEL'S LENGTH UP TO e'-8'- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS; TOP @ BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Y 111II t FLnrfo YOUlITIMG WALL !FLOOR MOUNTING INSTALIAT(�I - ALTERE A= /w INS'TAL •TM3 - &TEINATW S11t (SECTION AT TOP IS LIMITED TO +MS-67.0 MAX, SERE 1/4• - 1- A.S.D. DESIGN PRESSURE RAGING) SORE 1/4' - 1- fR"•• • ,e ,n�a.� i J ANWre ,.�YiR� ,.Ro�o�fY eml FLOOR INHINTINO INSTALLATION - SECTION JAW SCALL 1/4' - 1- CONCRETE ANCHM ODNORR ANCHM TOR OONCAM ANCHOW SE SOEOIAE ON BEET 14; (SE SCIEDIAE Of �. (SE SOfDOCO E ON TOR WOSORE. SE SLCIDM ON SHEET 16 ow IQ� SHEET,14) \ ^J'_ 1, 1 Lle, T, . a[ IW/15 _I POLWO CONCRETE POYMD COIIOER F-4 � REMAINED Cant ro�mSM`IBATON I 0 M Mro0."'9F' tDN /S (�1f• y =ID :IEnv�RYnc. I ,/4•ar NAMES , .Mal- IWCNWE 11/e' YAM. saggN W/ SPEmN t I Wn (ONE OSrEE�TRR1 (SEE D" 1/1.) Tp • 17 1 Od. a' WA. T-2/ x>'� ro • ,7 In O.C. 1 j LM (SEE xT. 71T1) H I I Pn on comchm wlr ED i I I /15 ---�, LOCATOR ; J ON LIFE TERSAFETY PANEL L- = te4E AREA wRf AM WJE�wPN4L5 - _ - - (SEE IgTE ISELOW) / SAFETY PANEL /O REGULAR TRACKS W (SEE NOTE , CO,LREIE New= " f ; BELOW) s LAST PANE TO BE FSTALM AS Ln SAFETY` STOI61 PANEL OPENING SMALL mor se"CoAt OI // ��pL�E, ppRF qAS SHEET '.) POINTED mKCIIIIE 1 NK- MNODON) O'WAEYS BE MUT10N/ SRUIOEO ISNA REQUIRED /( , ._ TO K INSTALLED 06 REMOVED FROM HG E TEE 11C/[OL OIL ELEVATION STRUCTURE :Hm•T ta) --ED '` WALL MOUNTING INSTALLAMO X&u AND FLOQR YOtINTiNG INSTALLATION SCALE 3/32'-1' SECTKiN i SCALE: 3/6' - 1' - SECTION 2 SCALE: 3/6' - +' r.1/a Mr NAP ®®CO T 1/e III 1 " dV �_ NOTES ON LIFE I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) TOR AS AN INTERICIAL PANEL (ANY PANEL LOCATOR IN BETWEEN END PANEL. NE (A�- -- LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 6 YE NOtE 1)"'"E'S lT'DT p"'EniNp�'i 'D" (W/ OR W/O REaEAR TRAM.) SE NOR ,) 1. LIFE SAFETY StOR PANEL CONSISTS Or 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT SEMI 2 OF ORAWTNG, WALL 3/32--t- THYS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INFDE OF STRUCTURE. U1ABA ]. LIFE SAFETY PMD. REIYARES TOP TRACK TO BE COMPONENT (z)! BOTTOM TRACK TO BE Co AS PETS S/EET 2 of THIS DRAWM.4�r✓ L'ONPOMENT Y BE aSTALLED WAu OR FLOOR MOUNTED FOLLOWING SECTIONS I ! EN '•.� 2 oN t]65 SFEE'I, AS ,TELL AS DETAILS I ! 2 ON SHEET 14. 3.�'.:'�\G Sr 4. Mn,. 1EIX:IH FOR COMPONENT IS iS'. _ FLORIDA BUILDNLG CODE (High VelocityNMMcans Zone Mar. ANCHOR SPACING FOR COMPONENT (®ANCHORAGE AT BOTTOM IS GNEN ON - A00}0 °L�• •'C• FD SLHEDUI� ! 2. SHEET 14. z * 20 GAGE GALVANIZED STEEL STORY PANEL awWN Nr. COMPONENT MAY BE PERMANENT OR REMOVA13LL £ * :• .._1 s. SEE DETAILS E'ER INSTALLATION INTO WOOD FRAME BUILDINGS NGS ON SHEET IS- �*•A9 1�'' : -. -- /w PROTECTION PRODUCTS. LLC. Rr/i°/ftli0 y Q� .'' 7 I L E �r O INc- wm aw 51 6 SEE SHEET a FOR DEIA0. APPLICABLE TO THE NECESSITY MR THE INSTALLATION OF q ,�•,, l•'3d" �r SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/wow BANDS. A`N �•s NA�-N f �a.. w. ,: W.,..Y wILRmW wvc (s)M-u46• AAX, (w)Ra-0"? 20-176 N NI NEVItlIN f4IA) fN-MW IY . OIR nl-Irl .I• r Oletldlo w a U-000o11S f nom A .PL Y••••• a41 flQl I, a iW MAXIMUM A.S.D. DESIGN PRESSURE RATING ...fa AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (wm ONLY FOR *3 SSTALLATOUS As PER secrueeS I THRU 1(LON SHEETS 4. S ! 6) THICK • 811m S/ 1/4T20.1• SS. HIS. k "MR AT 9~ • AIRLEIaRI Of FRRD. MAXIMUM A.S.D. DESIGN PRESSURE RATING a ff) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIA QINSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAMLLS IQk Q ISTALLATIONS AS PER SECTIONS I TWN 7, ON STETS 4 ! S) 10 To 10 TO u ..r 3''�}CENSF' •'P FLORIDA BUILDING CODE M h YN Nu cons Zone) * r` No. 4167 '. * £ � _ °�6 ^��0. •Ic 20 GAGE GALVANIZED STEEL STORM PANEL. "s— GLOBAL PROTECTION PROD=. uc. °in°/i010 �'• DO[ o0o aW. s ftWrET AtiS' • A• Y.- 0 T4A now Cow w "IDIe (6s4NM » t n�ou� lsa)eFe-nn 20-176 TEA-mORtR r,• we w 1ATAANI Nr ANNNII N L ftµ/ROUnII!/DA1E NMITa A tun ,... P.E ,]-w - - ,a sNan 10 . 1, FT1R ANCHORS pNAAORY Asa MA.� LEMORI M1N0 I.) (aR' ) 4A58 OO,entOw 6 081r101e/ ,md -77A Y-S' OR L1C$ II 1/!• IIeOUED t 11111U S k 7 .sas. -]xD ,ra• ro s•-6• fAr 7 ,/•' 1AI60LifD s k 7 .x.0. -no Ar-6• ro ,r-II• A1r 7 1/7• • •�' s ..3A, -Lao Ix'-+' a L[SS 3 ,n' • °�p1Q"' a • • ,o LL NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. CD. - , ,/r •• o61oN 1APCOM n tAP-1°Nr cNN-« nwnNUE nalY, o nwnN.rz nw ! i wxww nw¢ M� u�) ]° mNclalE � ro mNaR,[ o� To mw°.nE o� A mlcTea o� To caNcxtE a� NnvcaeNalOw tEman+ 1• (n.) r MIA N/A N/A °• N/A r � r w/ I (tOP) 6• s' N/A wp r r e' r r •' , (sonou) 1• N/A N/A M/A 6• NL/A e' N/A t' N/A N/A N/A e• N/A S• N/A r M/A II (e0}10Y) +ss3. -T2D r MIA N/A N/A e• N/A 6' N/A R• N/A J k . lro% >'_s• OW LESS O1 ME55 r S' N/A NIA 0' e' r r e' r a (6O1OM) 6' N/A M/A N/A e• N/A 6' ,1/A 6• M/A 7 �) N/A N/A ,x ,n• ° ,/4• 1x ln• 6 1/s• a 1/r • 1/.• a ,/.• ° 1/4• s (IOP/WDIIOM) I i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at r9/6r[f! P k q >1011 PO4C M mT,Ps .. 3.•. ffO a M•.. IAAUON TIEOUIREO Min. SPAN (TO • TUBE MDUAN - 4•-6• 2' . 3'. 1/8' 4'-6' TO S'-r 2• . e , I/r i S-8' T8 11 2'. r . 1/r, . ra 1'4' " '`i�sioRNP,7°ri"i ° •,>�ilu� awnm SCALE 3/6-1• 401E Muu.au Cw AL60 HIE ISTALLEO W/O STORY PANELS ON TOP QA BOTTOM SO TINT ,, IS LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPD" R/ TUBE TOP OR WrtOM) ,•11.f • r� i •off�ln ,loop aI°•a°I N>M i j , >a fe,mu OIM I ��1W 6.ALL• 1/4' - 1- f•DR . r� A•eeNIXON, �°TpOpY•�M6 t/ .Ws Oµdl l•111_g0� YYY _ _ _ _ J 1 _ . •® ; + lit ED =�: 1 - _L _ I ''. I AAuwN ew4 • pa Aeua to ,} 1 SECTION Y-Y SPLIT STORY PANEL ELEVATION MALE 1/a'-+'�°nw is SGNF t/6••.1• 1'0"Ym4 - 9 �tyJ w°m'll� FDI tWALL MOUNTINIC N nALLATNMi - ALTi78IATIVE 3W -- SCALE. Ile - I• •„sY a „AR INSTALLATION - ALTERNATWE 2W IKAIE t/4• - I' Nwa 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.l. AND PANEL'S LENGTH UP TO e'-8'- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS; TOP @ BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Y 111II t FLnrfo YOUlITIMG WALL !FLOOR MOUNTING INSTALIAT(�I - ALTERE A= /w INS'TAL •TM3 - &TEINATW S11t (SECTION AT TOP IS LIMITED TO +MS-67.0 MAX, SERE 1/4• - 1- A.S.D. DESIGN PRESSURE RAGING) SORE 1/4' - 1- fR"•• • ,e ,n�a.� i J ANWre ,.�YiR� ,.Ro�o�fY eml FLOOR INHINTINO INSTALLATION - SECTION JAW SCALL 1/4' - 1- CONCRETE ANCHM ODNORR ANCHM TOR OONCAM ANCHOW SE SOEOIAE ON BEET 14; (SE SCIEDIAE Of �. (SE SOfDOCO E ON TOR WOSORE. SE SLCIDM ON SHEET 16 ow IQ� SHEET,14) \ ^J'_ 1, 1 Lle, T, . a[ IW/15 _I POLWO CONCRETE POYMD COIIOER F-4 � REMAINED Cant ro�mSM`IBATON I 0 M Mro0."'9F' tDN /S (�1f• y =ID :IEnv�RYnc. I ,/4•ar NAMES , .Mal- IWCNWE 11/e' YAM. saggN W/ SPEmN t I Wn (ONE OSrEE�TRR1 (SEE D" 1/1.) Tp • 17 1 Od. a' WA. T-2/ x>'� ro • ,7 In O.C. 1 j LM (SEE xT. 71T1) H I I Pn on comchm wlr ED i I I /15 ---�, LOCATOR ; J ON LIFE TERSAFETY PANEL L- = te4E AREA wRf AM WJE�wPN4L5 - _ - - (SEE IgTE ISELOW) / SAFETY PANEL /O REGULAR TRACKS W (SEE NOTE , CO,LREIE New= " f ; BELOW) s LAST PANE TO BE FSTALM AS Ln SAFETY` STOI61 PANEL OPENING SMALL mor se"CoAt OI // ��pL�E, ppRF qAS SHEET '.) POINTED mKCIIIIE 1 NK- MNODON) O'WAEYS BE MUT10N/ SRUIOEO ISNA REQUIRED /( , ._ TO K INSTALLED 06 REMOVED FROM HG E TEE 11C/[OL OIL ELEVATION STRUCTURE :Hm•T ta) --ED '` WALL MOUNTING INSTALLAMO X&u AND FLOQR YOtINTiNG INSTALLATION SCALE 3/32'-1' SECTKiN i SCALE: 3/6' - 1' - SECTION 2 SCALE: 3/6' - +' r.1/a Mr NAP ®®CO T 1/e III 1 " dV �_ NOTES ON LIFE I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) TOR AS AN INTERICIAL PANEL (ANY PANEL LOCATOR IN BETWEEN END PANEL. NE (A�- -- LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 6 YE NOtE 1)"'"E'S lT'DT p"'EniNp�'i 'D" (W/ OR W/O REaEAR TRAM.) SE NOR ,) 1. LIFE SAFETY StOR PANEL CONSISTS Or 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT SEMI 2 OF ORAWTNG, WALL 3/32--t- THYS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INFDE OF STRUCTURE. U1ABA ]. LIFE SAFETY PMD. REIYARES TOP TRACK TO BE COMPONENT (z)! BOTTOM TRACK TO BE Co AS PETS S/EET 2 of THIS DRAWM.4�r✓ L'ONPOMENT Y BE aSTALLED WAu OR FLOOR MOUNTED FOLLOWING SECTIONS I ! EN '•.� 2 oN t]65 SFEE'I, AS ,TELL AS DETAILS I ! 2 ON SHEET 14. 3.�'.:'�\G Sr 4. Mn,. 1EIX:IH FOR COMPONENT IS iS'. _ FLORIDA BUILDNLG CODE (High VelocityNMMcans Zone Mar. ANCHOR SPACING FOR COMPONENT (®ANCHORAGE AT BOTTOM IS GNEN ON - A00}0 °L�• •'C• FD SLHEDUI� ! 2. SHEET 14. z * 20 GAGE GALVANIZED STEEL STORY PANEL awWN Nr. COMPONENT MAY BE PERMANENT OR REMOVA13LL £ * :• .._1 s. SEE DETAILS E'ER INSTALLATION INTO WOOD FRAME BUILDINGS NGS ON SHEET IS- �*•A9 1�'' : -. -- /w PROTECTION PRODUCTS. LLC. Rr/i°/ftli0 y Q� .'' 7 I L E �r O INc- wm aw 51 6 SEE SHEET a FOR DEIA0. APPLICABLE TO THE NECESSITY MR THE INSTALLATION OF q ,�•,, l•'3d" �r SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/wow BANDS. A`N �•s NA�-N f �a.. w. ,: W.,..Y wILRmW wvc (s)M-u46• AAX, (w)Ra-0"? 20-176 N NI NEVItlIN f4IA) fN-MW IY . OIR nl-Irl .I• r Oletldlo w a U-000o11S f nom A .PL Y••••• a41 flQl I, a iW MAXIMUM A.S.D. DESIGN PRESSURE RATING ...fa AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (wm ONLY FOR *3 SSTALLATOUS As PER secrueeS I THRU 1(LON SHEETS 4. S ! 6) THICK • 811m S/ 1/4T20.1• SS. HIS. k "MR AT 9~ • AIRLEIaRI Of FRRD. MAXIMUM A.S.D. DESIGN PRESSURE RATING a ff) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIA QINSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAMLLS IQk Q ISTALLATIONS AS PER SECTIONS I TWN 7, ON STETS 4 ! S) 10 To 10 TO u ..r 3''�}CENSF' •'P FLORIDA BUILDING CODE M h YN Nu cons Zone) * r` No. 4167 '. * £ � _ °�6 ^��0. •Ic 20 GAGE GALVANIZED STEEL STORM PANEL. "s— GLOBAL PROTECTION PROD=. uc. °in°/i010 �'• DO[ o0o aW. s ftWrET AtiS' • A• Y.- 0 T4A now Cow w "IDIe (6s4NM » t n�ou� lsa)eFe-nn 20-176 TEA-mORtR r,• we w 1ATAANI Nr ANNNII N L ftµ/ROUnII!/DA1E NMITa A tun ,... P.E ,]-w - - ,a sNan 10 . 1, FT1R ANCHORS pNAAORY Asa MA.� LEMORI M1N0 I.) (aR' ) 4A58 OO,entOw 6 081r101e/ ,md -77A Y-S' OR L1C$ II 1/!• IIeOUED t 11111U S k 7 .sas. -]xD ,ra• ro s•-6• fAr 7 ,/•' 1AI60LifD s k 7 .x.0. -no Ar-6• ro ,r-II• A1r 7 1/7• • •�' s ..3A, -Lao Ix'-+' a L[SS 3 ,n' • °�p1Q"' a • • ,o LL NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. CD. - , ,/r •• o61oN 1APCOM n tAP-1°Nr cNN-« nwnNUE nalY, o nwnN.rz nw ! i wxww nw¢ M� u�) ]° mNclalE � ro mNaR,[ o� To mw°.nE o� A mlcTea o� To caNcxtE a� NnvcaeNalOw tEman+ 1• (n.) r MIA N/A N/A °• N/A r � r w/ I (tOP) 6• s' N/A wp r r e' r r •' , (sonou) 1• N/A N/A M/A 6• NL/A e' N/A t' N/A N/A N/A e• N/A S• N/A r M/A II (e0}10Y) +ss3. -T2D r MIA N/A N/A e• N/A 6' N/A R• N/A J k . lro% >'_s• OW LESS O1 ME55 r S' N/A NIA 0' e' r r e' r a (6O1OM) 6' N/A M/A N/A e• N/A 6' ,1/A 6• M/A 7 �) N/A N/A ,x ,n• ° ,/4• 1x ln• 6 1/s• a 1/r • 1/.• a ,/.• ° 1/4• s (IOP/WDIIOM) I i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at " '`i�sioRNP,7°ri"i ° •,>�ilu� awnm SCALE 3/6-1• 401E Muu.au Cw AL60 HIE ISTALLEO W/O STORY PANELS ON TOP QA BOTTOM SO TINT ,, IS LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPD" R/ TUBE TOP OR WrtOM) ,•11.f • r� i •off�ln ,loop aI°•a°I N>M i j , >a fe,mu OIM I ��1W 6.ALL• 1/4' - 1- f•DR . r� A•eeNIXON, �°TpOpY•�M6 t/ .Ws Oµdl l•111_g0� YYY _ _ _ _ J 1 _ . •® ; + lit ED =�: 1 - _L _ I ''. 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DESIGN PRESSURE RAGING) SORE 1/4' - 1- fR"•• • ,e ,n�a.� i J ANWre ,.�YiR� ,.Ro�o�fY eml FLOOR INHINTINO INSTALLATION - SECTION JAW SCALL 1/4' - 1- CONCRETE ANCHM ODNORR ANCHM TOR OONCAM ANCHOW SE SOEOIAE ON BEET 14; (SE SCIEDIAE Of �. (SE SOfDOCO E ON TOR WOSORE. SE SLCIDM ON SHEET 16 ow IQ� SHEET,14) \ ^J'_ 1, 1 Lle, T, . a[ IW/15 _I POLWO CONCRETE POYMD COIIOER F-4 � REMAINED Cant ro�mSM`IBATON I 0 M Mro0."'9F' tDN /S (�1f• y =ID :IEnv�RYnc. I ,/4•ar NAMES , .Mal- IWCNWE 11/e' YAM. saggN W/ SPEmN t I Wn (ONE OSrEE�TRR1 (SEE D" 1/1.) Tp • 17 1 Od. a' WA. T-2/ x>'� ro • ,7 In O.C. 1 j LM (SEE xT. 71T1) H I I Pn on comchm wlr ED i I I /15 ---�, LOCATOR ; J ON LIFE TERSAFETY PANEL L- = te4E AREA wRf AM WJE�wPN4L5 - _ - - (SEE IgTE ISELOW) / SAFETY PANEL /O REGULAR TRACKS W (SEE NOTE , CO,LREIE New= " f ; BELOW) s LAST PANE TO BE FSTALM AS Ln SAFETY` STOI61 PANEL OPENING SMALL mor se"CoAt OI // ��pL�E, ppRF qAS SHEET '.) POINTED mKCIIIIE 1 NK- MNODON) O'WAEYS BE MUT10N/ SRUIOEO ISNA REQUIRED /( , ._ TO K INSTALLED 06 REMOVED FROM HG E TEE 11C/[OL OIL ELEVATION STRUCTURE :Hm•T ta) --ED '` WALL MOUNTING INSTALLAMO X&u AND FLOQR YOtINTiNG INSTALLATION SCALE 3/32'-1' SECTKiN i SCALE: 3/6' - 1' - SECTION 2 SCALE: 3/6' - +' r.1/a Mr NAP ®®CO T 1/e III 1 " dV �_ NOTES ON LIFE I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) TOR AS AN INTERICIAL PANEL (ANY PANEL LOCATOR IN BETWEEN END PANEL. NE (A�- -- LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 6 YE NOtE 1)"'"E'S lT'DT p"'EniNp�'i 'D" (W/ OR W/O REaEAR TRAM.) SE NOR ,) 1. LIFE SAFETY StOR PANEL CONSISTS Or 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT SEMI 2 OF ORAWTNG, WALL 3/32--t- THYS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INFDE OF STRUCTURE. U1ABA ]. LIFE SAFETY PMD. REIYARES TOP TRACK TO BE COMPONENT (z)! BOTTOM TRACK TO BE Co AS PETS S/EET 2 of THIS DRAWM.4�r✓ L'ONPOMENT Y BE aSTALLED WAu OR FLOOR MOUNTED FOLLOWING SECTIONS I ! EN '•.� 2 oN t]65 SFEE'I, AS ,TELL AS DETAILS I ! 2 ON SHEET 14. 3.�'.:'�\G Sr 4. Mn,. 1EIX:IH FOR COMPONENT IS iS'. _ FLORIDA BUILDNLG CODE (High VelocityNMMcans Zone Mar. ANCHOR SPACING FOR COMPONENT (®ANCHORAGE AT BOTTOM IS GNEN ON - A00}0 °L�• •'C• FD SLHEDUI� ! 2. SHEET 14. z * 20 GAGE GALVANIZED STEEL STORY PANEL awWN Nr. COMPONENT MAY BE PERMANENT OR REMOVA13LL £ * :• .._1 s. SEE DETAILS E'ER INSTALLATION INTO WOOD FRAME BUILDINGS NGS ON SHEET IS- �*•A9 1�'' : -. -- /w PROTECTION PRODUCTS. LLC. Rr/i°/ftli0 y Q� .'' 7 I L E �r O INc- wm aw 51 6 SEE SHEET a FOR DEIA0. APPLICABLE TO THE NECESSITY MR THE INSTALLATION OF q ,�•,, l•'3d" �r SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/wow BANDS. A`N �•s NA�-N f �a.. w. ,: W.,..Y wILRmW wvc (s)M-u46• AAX, (w)Ra-0"? 20-176 N NI NEVItlIN f4IA) fN-MW IY . 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TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at f•DR . r� A•eeNIXON, �°TpOpY•�M6 t/ .Ws Oµdl l•111_g0� YYY _ _ _ _ J 1 _ . •® ; + lit ED =�: 1 - _L _ I ''. I AAuwN ew4 • pa Aeua to ,} 1 SECTION Y-Y SPLIT STORY PANEL ELEVATION MALE 1/a'-+'�°nw is SGNF t/6••.1• 1'0"Ym4 - 9 �tyJ w°m'll� FDI tWALL MOUNTINIC N nALLATNMi - ALTi78IATIVE 3W -- SCALE. Ile - I• •„sY a „AR INSTALLATION - ALTERNATWE 2W IKAIE t/4• - I' Nwa 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.l. AND PANEL'S LENGTH UP TO e'-8'- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS; TOP @ BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Y 111II t FLnrfo YOUlITIMG WALL !FLOOR MOUNTING INSTALIAT(�I - ALTERE A= /w INS'TAL •TM3 - &TEINATW S11t (SECTION AT TOP IS LIMITED TO +MS-67.0 MAX, SERE 1/4• - 1- A.S.D. DESIGN PRESSURE RAGING) SORE 1/4' - 1- fR"•• • ,e ,n�a.� i J ANWre ,.�YiR� ,.Ro�o�fY eml FLOOR INHINTINO INSTALLATION - SECTION JAW SCALL 1/4' - 1- CONCRETE ANCHM ODNORR ANCHM TOR OONCAM ANCHOW SE SOEOIAE ON BEET 14; (SE SCIEDIAE Of �. (SE SOfDOCO E ON TOR WOSORE. SE SLCIDM ON SHEET 16 ow IQ� SHEET,14) \ ^J'_ 1, 1 Lle, T, . a[ IW/15 _I POLWO CONCRETE POYMD COIIOER F-4 � REMAINED Cant ro�mSM`IBATON I 0 M Mro0."'9F' tDN /S (�1f• y =ID :IEnv�RYnc. I ,/4•ar NAMES , .Mal- IWCNWE 11/e' YAM. saggN W/ SPEmN t I Wn (ONE OSrEE�TRR1 (SEE D" 1/1.) Tp • 17 1 Od. a' WA. T-2/ x>'� ro • ,7 In O.C. 1 j LM (SEE xT. 71T1) H I I Pn on comchm wlr ED i I I /15 ---�, LOCATOR ; J ON LIFE TERSAFETY PANEL L- = te4E AREA wRf AM WJE�wPN4L5 - _ - - (SEE IgTE ISELOW) / SAFETY PANEL /O REGULAR TRACKS W (SEE NOTE , CO,LREIE New= " f ; BELOW) s LAST PANE TO BE FSTALM AS Ln SAFETY` STOI61 PANEL OPENING SMALL mor se"CoAt OI // ��pL�E, ppRF qAS SHEET '.) POINTED mKCIIIIE 1 NK- MNODON) O'WAEYS BE MUT10N/ SRUIOEO ISNA REQUIRED /( , ._ TO K INSTALLED 06 REMOVED FROM HG E TEE 11C/[OL OIL ELEVATION STRUCTURE :Hm•T ta) --ED '` WALL MOUNTING INSTALLAMO X&u AND FLOQR YOtINTiNG INSTALLATION SCALE 3/32'-1' SECTKiN i SCALE: 3/6' - 1' - SECTION 2 SCALE: 3/6' - +' r.1/a Mr NAP ®®CO T 1/e III 1 " dV �_ NOTES ON LIFE I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) TOR AS AN INTERICIAL PANEL (ANY PANEL LOCATOR IN BETWEEN END PANEL. NE (A�- -- LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 6 YE NOtE 1)"'"E'S lT'DT p"'EniNp�'i 'D" (W/ OR W/O REaEAR TRAM.) SE NOR ,) 1. LIFE SAFETY StOR PANEL CONSISTS Or 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONENT SEMI 2 OF ORAWTNG, WALL 3/32--t- THYS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INFDE OF STRUCTURE. U1ABA ]. LIFE SAFETY PMD. REIYARES TOP TRACK TO BE COMPONENT (z)! BOTTOM TRACK TO BE Co AS PETS S/EET 2 of THIS DRAWM.4�r✓ L'ONPOMENT Y BE aSTALLED WAu OR FLOOR MOUNTED FOLLOWING SECTIONS I ! EN '•.� 2 oN t]65 SFEE'I, AS ,TELL AS DETAILS I ! 2 ON SHEET 14. 3.�'.:'�\G Sr 4. Mn,. 1EIX:IH FOR COMPONENT IS iS'. _ FLORIDA BUILDNLG CODE (High VelocityNMMcans Zone Mar. ANCHOR SPACING FOR COMPONENT (®ANCHORAGE AT BOTTOM IS GNEN ON - A00}0 °L�• •'C• FD SLHEDUI� ! 2. SHEET 14. z * 20 GAGE GALVANIZED STEEL STORY PANEL awWN Nr. COMPONENT MAY BE PERMANENT OR REMOVA13LL £ * :• .._1 s. SEE DETAILS E'ER INSTALLATION INTO WOOD FRAME BUILDINGS NGS ON SHEET IS- �*•A9 1�'' : -. -- /w PROTECTION PRODUCTS. LLC. Rr/i°/ftli0 y Q� .'' 7 I L E �r O INc- wm aw 51 6 SEE SHEET a FOR DEIA0. APPLICABLE TO THE NECESSITY MR THE INSTALLATION OF q ,�•,, l•'3d" �r SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/wow BANDS. A`N �•s NA�-N f �a.. w. ,: W.,..Y wILRmW wvc (s)M-u46• AAX, (w)Ra-0"? 20-176 N NI NEVItlIN f4IA) fN-MW IY . OIR nl-Irl .I• r Oletldlo w a U-000o11S f nom A .PL Y••••• a41 flQl I, a iW MAXIMUM A.S.D. DESIGN PRESSURE RATING ...fa AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (wm ONLY FOR *3 SSTALLATOUS As PER secrueeS I THRU 1(LON SHEETS 4. S ! 6) THICK • 811m S/ 1/4T20.1• SS. HIS. k "MR AT 9~ • AIRLEIaRI Of FRRD. MAXIMUM A.S.D. DESIGN PRESSURE RATING a ff) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIA QINSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAMLLS IQk Q ISTALLATIONS AS PER SECTIONS I TWN 7, ON STETS 4 ! S) 10 To 10 TO u ..r 3''�}CENSF' •'P FLORIDA BUILDING CODE M h YN Nu cons Zone) * r` No. 4167 '. * £ � _ °�6 ^��0. •Ic 20 GAGE GALVANIZED STEEL STORM PANEL. "s— GLOBAL PROTECTION PROD=. uc. °in°/i010 �'• DO[ o0o aW. s ftWrET AtiS' • A• Y.- 0 T4A now Cow w "IDIe (6s4NM » t n�ou� lsa)eFe-nn 20-176 TEA-mORtR r,• we w 1ATAANI Nr ANNNII N L ftµ/ROUnII!/DA1E NMITa A tun ,... P.E ,]-w - - ,a sNan 10 . 1, FT1R ANCHORS pNAAORY Asa MA.� LEMORI M1N0 I.) (aR' ) 4A58 OO,entOw 6 081r101e/ ,md -77A Y-S' OR L1C$ II 1/!• IIeOUED t 11111U S k 7 .sas. -]xD ,ra• ro s•-6• fAr 7 ,/•' 1AI60LifD s k 7 .x.0. -no Ar-6• ro ,r-II• A1r 7 1/7• • •�' s ..3A, -Lao Ix'-+' a L[SS 3 ,n' • °�p1Q"' a • • ,o LL NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. 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TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. 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FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at pNAAORY Asa MA.� LEMORI M1N0 I.) (aR' ) 4A58 OO,entOw 6 081r101e/ ,md -77A Y-S' OR L1C$ II 1/!• IIeOUED t 11111U S k 7 .sas. -]xD ,ra• ro s•-6• fAr 7 ,/•' 1AI60LifD s k 7 .x.0. -no Ar-6• ro ,r-II• A1r 7 1/7• • •�' s ..3A, -Lao Ix'-+' a L[SS 3 ,n' • °�p1Q"' a • • ,o LL NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. 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AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at NAKI,Rr AsO. NAWAAM ,11P10R6 lIYICe,O Td. CD. - , ,/r •• o61oN 1APCOM n tAP-1°Nr cNN-« nwnNUE nalY, o nwnN.rz nw ! i wxww nw¢ M� u�) ]° mNclalE � ro mNaR,[ o� To mw°.nE o� A mlcTea o� To caNcxtE a� NnvcaeNalOw tEman+ 1• (n.) r MIA N/A N/A °• N/A r � r w/ I (tOP) 6• s' N/A wp r r e' r r •' , (sonou) 1• N/A N/A M/A 6• NL/A e' N/A t' N/A N/A N/A e• N/A S• N/A r M/A II (e0}10Y) +ss3. -T2D r MIA N/A N/A e• N/A 6' N/A R• N/A J k . lro% >'_s• OW LESS O1 ME55 r S' N/A NIA 0' e' r r e' r a (6O1OM) 6' N/A M/A N/A e• N/A 6' ,1/A 6• M/A 7 �) N/A N/A ,x ,n• ° ,/4• 1x ln• 6 1/s• a 1/r • 1/.• a ,/.• ° 1/4• s (IOP/WDIIOM) I i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. TIPS rwolf p.) 7 In 3 sA A.] o.w sr pa } , ,n Sella n BB6t Rs6ep MnNI, , In• m s - - - - ,.- aI L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. 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LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at i1K . 51/CHIC TOW ai(NJALONS en0 LOGO IMIR 6INDIIa MwMw NEIDR aACIIm AID A•rsr I90E I,STANES AAIr RDrATm a T1116 samu. FOR ED LENS THAN leE'ATiO ON S61mll{L R®IXS AtiIDR SIWCRD eT Ml11PLYN0 YK1D WIOOI OI �,DHAE F M FOMlpl.i FACTMS i0R 114 OPONrON ro E FpeE•L[, IAIDyCm ►ntPAO 0/O•'ED 11B14 rAClO1 SHILL ART K I,Et 11.4M YNYW 81WOa fYWdTm fp EAOI AMOIeR 110E AT AN,` DIS IERDD. AeleA M I/! • --I/r• 1/� In'• _ ,/A'i 1/r• WmR arP-set �T''b•WR PLfR[•-6E •KR�I nOUD-sr le. 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TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at L0.. s/r LONG eRAm •wle+G W/ -IIoa' ss Ms, s s t/r or- roe LORn6 w ro r-o• AM s V4• D.C. twaW w ro 6-N' fAr.. ITW !la-,O YRt iTSMt D OR PAIEl3NR PWS • Y 0. C. YIIM 1 In' W. THREADED M110N TD M[AOW TOR ALL I,IIDIIB IA -6' Ya.. 1 PARAROAI I ro ISMS I I I 1 I ED' 1 To I— - I t_ 1 1/4' TOLL !n' LEND BRAS eN6,wN FOR TWIa L,TIOINS N ro s'-°' AMC, 4 ,/r o.c TTA LtllR116 li ro ram• IAr. TX R Ita-f0 M1IEiM1AR TOW[ D M 1BBw.ID PNIRINIE nua • v ,p' n c. wml 1 I� ,/7• IM iMlOnm R[NETMT1011 AT t MORDIN OF EIpe10 ROOD PUir iM ��'�'�'p�''��y ��•�f�' I'N��'T�A11 L040M3 uP ro r-r Vas. l�1i000iEii..Y3L� SCALE J/b-I' fAMWAD 1 INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. I .T..•-� .•m AA,r E01 , L•y. r, -. - i � R•N•o �qy� I ` 4 O,nL ' '. /.•. ,Ac foa•s •roc • - -; In w WraR .RImM•%TI ALTERNATIVE 3W ALTERNATIVE 4W RCa•� • ,eDnNN O AWG SCALE J/e-1• 9CA4L J/B-1' ALTERlIATNE WOOD F'IIAYE �,iDRIONS A Add n..r unl. un wK4.1 awnu NOTE :FRITTER TRAOQ NOT SIILM/ FOR ClAR11Y 1711111011 oil AL IETU 1>It>II�T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -720 P$F AND PANEL'S LENGTH UP TO B'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF D.SS OR EQUAL. NOTE FOR C011BBNATIDN OF SECTIONS: TOP !BOTTOM MOUNTNGS CAN BE COMLRNED IN ANY WAY TO SUIT ANY INSTA g110N. O OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING DETAIL I )N (APPLICABLE TO SCHEDULE 1) MAXIMUM P STUDS a EVERY O,AFjt1A1P TO 2H0 D PANEL LID TO C A.S.D. DESIGN RESSURE RATING AND .7,_ •. INTO •• :i CONCRETE ,FIT.. STRUCTURESonak -0 1LTER//A1E 1 � � AT END PANEL sruos a EYvn wclaAP TO HOLD FW/IEL s/e• un (asE q i - -- - - - -- - s• Wn. (OA4 q -� o Y ®� S V4' SEE 8fE INTERIM PANEL END PANEL -� SCHEDULE �ECNEDULE � •-J'- NOR Yo ANCHOR MIP�AN�CFDR a J SPACING SPA�CMG ,'-0' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SGH�LE 2) 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pyi) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE tAnwjCA� r TD Kr1ON5 1 ! : !Trb FOa a �' en°Ry PA�t SCM7EM ON SHIMMY 131. APPLICABLE MNAs.o. 1AimN v iw-w auyl w1(EwR mwE o AwONDE ws sECigN7 E i MNW1R1 PANEL PRE5011E1 ro YC0 � [ CO.N TO TO mmm A[TE 6L CONCRETE � ro � CONroEtF &.Wt OFCO11°°I�O10N ,DNTH 1• (a) 6' N/A N/A N/A 8' N/A 6' N/A r N/A i ! 2 (1OP) 55.0. -720 g• 7' 9• B' 0' 9' D' 0' 1 (BOTTOM) 5' ' OR 1E55 °• N/A N/A N/A S. N/A 8• N/A 8' N/A 1 ! 2 (TOP) 0• 5" B' S. 0' 7 1/2' 0' 0' B' 9' 1 (BOTTOM) 6• NJA N/A N/A 6• WA 6• N/A 6' MIA 1 ! 2 (TOP) +SS,O -72A 7'-r TO e'-r B' 4' 9' b' 0' 6• 6' 6' r e' 1 (BOTTOM) VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at INSTALLATION DETAILS FOR REGULAR PANELS�ti do C11� INTO EXISTING WOOD STRUCTURES hh:, yyy 4 j, i ,/s/�Y, N]�OY�fPRIE�w�1t�• r O.0 U ., 11, k IT ro,ElR,fle 116°D MGDOIPFK,RSIb, � {II� 'II EO• I Eon ec Eof_ _ ED 1 i 1 �'�� j � R•�ma � � e7� tAI.jEA4tERYA>ati E_lyCt W ALTERNATIVE L�(J`� sEwtE J/e-T' SCALE 7/6-I' 1 - - °E.o°Ci1 w�1°,. L6RrweN"awl] ° TO CLASS Doss • � ED1 I EO f • �r, Col. ED 1 EON T 1/7' E0l _. 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PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at VA DASD I (S11,p • S/Y Mn. IIW TOP " I.4n OTt 4 (aD • r y NTfY 10N d MEAQ k MWY AXIMUM PANE PNLSAME T - - COyeIN1iA1W LENGTH l' (R.) wtlD t � OF THEM 4402 -61.5 3• y { 1 2' { 1/2' 1 (BOTTOM) 7•-6' OR LESS +538 -86A 3' J' 4' 4• 1 (BOTTOM) 7'-6' OR LESS +65.0 -72D 2 1/2' 2 1/2' 4' ] 1/2• 2 (BOTTOM) r-e' OR LL55 +SILO -720 2 1/2• 2 1/2' N/A � N/A 2 (BOTTOM) r-6' TO B'-0' +SILO -72.0 W/A NJA J• J• 2 (BORON) 7'-8' TO b'-6- tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at tort un aool 4d PNnP�,eRtH 1AA� MIND ev RxWtM arY fEtNAAm. rrin ro a,A•3 nP,o,la Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at Cu SE eQT fs FOR ANOIOIe TYPE t SPMY10 FOR 14TALLAla,e ONTO 11000 TRY( 6UlDIe. 1•rRM AMCYaR STYC•ae AND Y►41M EDGE BRNI4CC AIR f.ORAwD ON 11RS SPtONt. IWIt [D. LIS 1HW I10rAltD W eaYmNE RFDIICf ANCHOR 8PKr40 eY YIATPLYID SP,•Clq show ON SOImINi 6Y THE rdlOrfa FAC1O6. 10R itNK OKRAIION ro IR POSMBLL Rm11Cm SPAfl10 06TARIm IA9a FACTOR 81MLL NOT E LESS THAN AII/IAI,1 9TWCIq •DRJOEO FOR EACH ANtlall TYPE N 1IIOIOR! ,EWDD. t1/YO1 O11POP - I•A16W1• GYM,-•1 AfA ANPNa RNDID OAI E In •TrT•m OA.) , a , , s Ael/L 6A, ROTOR tm-- .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at .,,B, � FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_s_.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS MIN: (Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Qt ©asuLUTlohs As PER sEeT,DNs , T1661 10, ON SHEETS {. s ! 6) ,,+�NPPAWN �r�t VCEN �r✓ •'•� FLORIDA BUILDING CODE (Nigh Y•IIIcI III cons Zone No. 4167 = °'a0 x1Em' •c 20 GAGE GALVANIZED STEEL STORY PANEL ]A * oR•NI s.: PROTECTION PRODUCTS. LLC. °f p,<A°, °e IL ECOIY6 %t' '•f� (p* W° 6.W. s, SPRCi '� a6 a.,j.",r_.:.�t0w'nN.�]sa F"'Ix"NeaI6EP-sn] 20-178 PLR rN-la 4R- �r 1,• r- ORYIIei N• IAAp4N L >AOA/! OA-mW7H WKTa A run Ar., PL t1-W rNOT f O M MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at MNAOMw IaAWtAA1 AIH1aaNW s•c•a FOR ED. - a 1/2- "D. - DEMON TAKEN Cr TAP-W CNII-W ►114OWT[ ]E14HL a ►Nt3lN7E PLUS SOIa 9R APPLICABLE TO PRF131RE SCCiDN3 / k MAX" RATITE RATING ro ro ro ro ro ro ANY COMIRIIATIoII LONI.TN 1• tn.) ro eOwGIE1E CONCRLIF TO I:OIILIRTE eo,ICR[1[ ro CONCRETE CONCRETE ro tONOR'rt CONCIIEI[ ro NXtNGREIE CONCRETE TO COAIGET[ MNORT[ tX tINp1 [M1a/.) BlOCR BLOCN i0O( 9.001 B,Ddt NLDOT 6• N/A N/A N/A 6' N/A e• N/A e• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A B' 8' 8' B' r 9• N/A N/A , (BOTTOM) 6' N/A N/A N/A 6' MIA 6' N/A 6' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BOTTOM) SS.S, -720 8' N/A N/A MIA B' MIA, 6• N/A 8' N/A N/A N/A } A { (TOP) �r-S• TO B'-6' � '� 6' 4' N/A N/A 8• 6' B' 8' °• 8' N/A N/A 3 (BOTTOM) B N/A N/A MIA S. N/A 6• N/A e' N/A N/A N/A 7 (TOP) b' 4' NJA N/A 8• S. 6• 6' fi' 6' N/A N/A { k 7 (BOTTOM) N/A N/A ,2 1/2' 6 1/� 12 1/2' a 1/{' a I/4' ° 1/{' 6 I/{' fi 1/1' N/A N/A S (TOP/80TT0M) SOLO. -53.3 N/A N/A f2 1/2' 6 1/{' 12 '/2' a 1/4' 6 i/{' b t/4' 6 1/4' a 1/4' N/A N/A a (TOP/BOTTOM) i0 SS.O. -73.0 N/A N/A a 1/4' N/A 6 1/{' N/A ° 1/4' 6 1/a' 8 ,/4' 6 i/4' N/A N/A 6 (TOP/BOTTOM) r-6• TO 11'-2- MIA N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/i• 6 t/{• 8 1/{' B. 0. 10 (TOP) 43b _�0 8• 4' N/A N/A N/A N/A N/A N/A 6' 6• 8 I/a' a 1/4' 8 (BOTTOM) OR LESS 12'-4' OR LESS 6• 4' N/A N/A N/A N/A N/A N/A 6' 8' 6 I/{' 6 1/{• 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/{' 6 //4' a 1/4• 10 (BOTTOM) � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at � i SEE srtls 10. 11 AM ,: FDIA ANCHORS TYPE sPAcelD iITR fmaulloNs INTO WOW rRRME alNnse. AelwRw NTc,aR svAcrAlts AND MRMRlY EDCE o6TAlaE ARE flpf:ATED ON Time saEant. FOIN ED, 1P55 THAN •arA1m DN saRouLE I1FWfT ANCHOR FYC•D N' MRATWLrwc srAc.a SHOWN ON SCI�IYIE a THE FOLLDWIa FACTORS FOR t,Ne WaN1T101/ ro B[ N'OBR6LE. rlEDuem SPAG10 06TAIED USING +ACTOR SH41 NOT eE tE15 11YW YIMRM SMCNG •arA1ED filR FIp, ANCHOR n'Pf AT Ai1OA0R6 ..EOBY0. Nlda tYts !JAL _ __,/{ti ,p•. va. ,p•. 1/••, tMI1W1 v WP-q• tYAIE-Y 66UD-=T ,Nw AIaDN M,K•D BA) 7 3 ) 3 } ,n 3 ",•aoreA.o D.I,.aM (►) I ] ! 3 3 l ,n Ie+NAw o.w eAr dY) 3 , In • J In NIORR 6L ()� (Ilan f A O T O R - II - a , TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at TUTRS n V 1=C Hm rit M eum - INSTALLATION DETAILS FOR REGULAR. PANELsnj do (1�i INTO EXISTING WOOD STRUCTURES I! 1h10 PAN[LLM/E PLUS k � III 14-10 PAf/FlWTE PLUS J f4-10 PANElINTE PLUS $ 7/6' I' � 6 //4' O.0 W/ 1 7/6• - i1MA0W PpEIRATION ro III PENETRATION TO woo0 ]1EApEq � TIWEADFD Pf)RTMION ro D4SM16 HOOD ,IUDFR EXISTRW W000 ,EAGER RCQWIlEb I iII ExISTRN; WOOD HEADER � f In' OC a 1/r i noel e1R - 2' 7 REDLIIgE6- �'• ql, I • _ � R£OWREQEA�° - � SEE saEOWE a SEE 6aAaAE w Q srAHm1AE ON wal N sat 6 •EtT • NOr AAn 1011 Ak,. fO1RI1A110N4 ra IA. 4lIMIKW ro IWMx ro alAs IIar. PANEL LENGTH PANEL lD{GM ,n•.-,Rl' at (5E NOTE i) fi � (SEE NOTE 1) 1hT An• ii �' PANG LEIWTI II I Y.S •/ ]/r• • _7�i(Lfr`-',, II1Ii M! W/ I/I'• • I (SEE 1401E 1) e�Nw1WG]ow"R•,w na,�aenw I OCR O;I:L- : [ S°B e/'�I MNTI ; �, NAN \•mil � MAX ' � 1.—J I _ ] • .�� : - Ewa �aw[A I. � °/aR Mt a/,r• ED oar fw • � En • u In' oL Ea 1/r• LAG SCREWS 714' W000 olllTi }` 2'.4' WOOD PLAT[ 2'A4' RooD _ 1 WN TIwtEA0E0 � 11-10 PAN REQUIRED PLUS REWRFD 'I REOURIEO PENETRATION AT ' � 6 Ile O.C. W/ t 7/e' 1/4-0 NOWIOTN OF PUtE .' PflkTMTaN • � " - C'O.0 nA0paE0 .; AMID WDM M PLATE 5$1IUUpp 1yy�� . AT YaweTN OF PISTE SOWE a/B-1' SCALE 3/a-+• 6GIIE J/6-,- na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at na>Es: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W ! IOW ONLY VALID FOR BUILDINGS IaYM AS.D. DESIGN LOADS UP 70 +{].B, -18.0 p.f.f. AND PANEL'S LENGTH UP TO 12'-4• 2 FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CJJWAmLAT,OM a SECTIONS, TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAl1ATWN1. U L Q O I✓ _ d Cu aj r o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. T,e11Nom fE}EtWA1DN ro Wood NrAoa ' W E I �' R'�muelm"O0W O i '°1D • 'II '�°` � ALTERNATIVE 1 ALTERNATIVE 2 � L aaAILOnN m aAs 1 'r ED� I ED' ED II 0• r E01 ■COO MR O 1- WDoo P,Art AEWIEO � {i •' 6 �•^ ALTERNATIVE 3 ALTERNATIVE 4 U N r"REaAeWO ,/r• SAD 9OIErs • r ac r/ 1 1/II• _ �I 1/a1Td 1iyj °,DN6 NRASAOMMDIWC I/ ,/4-P_,o�- s: Ws R r o.e a ALTERNATIVE WOOD FRAME CONDITIONS PLOT A ANCHOR LOCATIONS 1/a'•-EQ PRMEUMTE EEWLE D O1 Ivule3Nrz P,La •roc W , t rmoaoA�. cost: ,/r . 1- rAmllm Pl1ETRAT,ON ro II01[ SIRIITER tR4C16 NOt 9cw, Tdt wan L WALL MOUNTING INSTALLATION ALTERNATIVE i W .•' GEN � � W en••- J/s• - r � 3r' J �L' •''• ed 3 FLORIDA BUILDING CODE l0 h Y•IocH MufrI00M Zonal lG'lLE. �; i. •}°7°'a'm°' °� 20 CAGE GALVANIZED STEEL STORY PANEL OAI•,Y I. INSTALLAIO6 ARE ONLY PAID FOR 6tA,DHaS WIN ASO. OfSM F1MD5 W TO UT�' :4,T .551, -Tx.o Ar AND awns ,narH w ro e'-r. FL FtO�.. - -" � LL PROTECTION PRODUCTS LLC. 07/f°/10i° x FOR A6W WaoD FRr1E coNSTm1cTDIA w000 AmANERs ro x sDunEat ' ove PIE w. t w/ svEnRE aNsm or o.m w ettLML �•'.� Si Al � `� • ANr owe. a aa,1. 20-176 Q YYI]INAIII 11NANNA � •s. sal,■ s Si rl,flr aNm,A w eRw NDIE ND4)f6F]e•6. TNC (S4)IY-f!f] w.. � 04R n,-na .. � P.If a•1a P[. S[Al/91WMTWE/pOE CA-OmeI1/ r- eRYI MY Onw161Nc WILCO A Tnln A., r.L TMt• • - sm ,s " ri J 441 SHEET N0. SH 1,1 WOOD HEADER WOW a Ix Olt DIRECT law at o Ya N � at � c o Q � •3 3 1- �v C nT o 6. U jr . INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM "`'• "'° °°R16 • °• at rJ INTO EXISTING WOOD I .. , , W. 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