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(230UO%SET 0/R4•ALL PON13 Mtn.E.O. , (2) 1/410 PMkI_MUE#MM , E M WrERIOR WEB .: HOTTED Air® (4) 3/16V (Tip.) ® WERIOR WEB wk WTTOMN07CHM AT POP c AUPMUM 11 s/16'x2' BACK k RNETS I r'• .•(il FRDKr S/I6•s2' sLor SLOr — ---_---—. — ✓ =-,�•�- I - x_._. _ _ .(3) 1/4•0 TAPCOMS OR _-(3) 1/4'* 1 a' l MOD O (2) #1U?-L.H. S.S.S.M.S.-- �- --- y ----- —__ .—J (2) #14%r FAH. S.S.S.M.S. i------ ----___--�-�— ---� ------- (g7 Fitp1A JAMB�TO BOTTOM RAR.(� -- ----- _--— - -- "- FROM JAMB TO BOTTOM RAIL + (2) #1 'F.H. S.S. MS. M _ t w. FROM J�TO BLADEWOR®_ E E + (2)�14t?�''F. sa SzMS Q ABD TO BRAKE JAMB f0'THUMBSCREW lOCJ111011 - Ar - FROM JAMB(EJTO 61/OE OR® ' tr1TmM taut® SEMON A—A CONT. - it r+u�drar uono. a MID HHD�ffrT�TO SLICE JAMS SE(:TIQN B'—B N.11. x2' F.H. SCAM�-1' I OR (2)J14.2- F.H. CONCRETE HOLLOW BLOCK ®W/INTERIOR jRI_.WO S.M.S. ®w/I E8 H ® S.S.S.M.S. -... - E.W/ NT FOR WEB L 2's 4'WOOD RE4'•AtED a CORNER (r».) r BOTTOM rwL® T�'�oM(L "OiC "T F; F UM egr��471FD� s.azs! STUDS REmaw E ® ECTIOM RAILTO sLor NIP — -- — - Fn1 ---- ------�--- _ __ _._._— / /lj;..• .. 1/4 f-20 S.S. .. THAW. ;:� ..`:J. ,••• -'UVX#FRONT'-••• •.CONE. 'THLIAt85lXlEM. --. •-� (2)) 1/4 f-TAPCO�NS OR •v - .. ` (3) 1/4 0 TAPCONS OR- 2) 1/4'Yx3/4'ALL POINTS "' ... 1 .. ,.._ ... . . .. . .'3) 1/4'f Y 1 7 T _�7 QpR TE lO MOOD 12) 1/4'0 PAN0.HATE INSERT- v /T _ FLORIDA BUILDING CODE (Mao MINI VNoaq Ylrlrb" Urs) V"'oG�`S' 1•3 Q�q -� iLA�1SM�U O>mee,Aleco to ASM/ BERM KV. WOW sFMJ17 W oriN orN0.aa1 V 1 Z 1041- /A' — £ IL E C O�Me. f�u+orm M smw Anoc.. roc. "an' (off _ ....�t..tt.at ""i1.'�shoo 'di "A)T""" rw no fun 1N at-alms w c`Sls•••••••(�� Ml7lII A iJt. +1Y1Pc • t'� a=M Or 7 V nnxl p a �r pit g lip IRS ,ma, tit F RA lips Ilk �n� P � A , a,• .w:b�: •,}' r:,'•.•:}J ,�d';• a"..i!s.:'. 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POW N l(��, ON HURNK l POSMA! 9 ao+Ic s/N' r saNE s/s•_T' vCEN, MORIDA BUILDING CODE (■w Ik* Wdo* N wbw lam) I Li IM0 SPUR• N00 t»•.r- ML No.44167 = oNENN Nearm SECTION C — C * _ ASSA / BERTHA H.V. 81111A1111 91NlTTER ,w CWL N1011lt) �Sy1ATE of fL E C O ENC. A > MMM Assoc, W- "am MARV AW POS(IKIN 0•• 'G �o� ° _ OOI.M.F .YM 193 N AM 0 lOMFr YN'-+' �FSSJDNAL��6 t°k.. ,..'�"IC' nM fwoas VVY Few"FM amuse Raw -on MAN Nari 3w Ns ar wr #8nawnlq WARN taR7.L r • am NA 0f 7 i eoecsoe m___ � j 1/1Y woo= /��, 1Jh UMCar 1/h DlGo• O=u a mu» (B}one. amaw rl {8 1 a a � so�'t•rsmr ro�r�wa�f ro�r�°iw►�1 ' .% W sa �'��ler 6 W!ra,� ese.�j WNW= f'Az,larimiltc X;'OR ru ucattl�ma 1 V ) ® `" `rtO �( vomm I •1� W 9MCE � :� W�IIICE.WN� f t OR P � atA wl s1s1[ler!) C1' Lao•WAIL ar so`�1 waslc a•>i +/s -m ear s/len _ �® W'J'roi Is n MR) rrrel Mae oaI100u w �lr �tntla,'"' \ }�� j�•..at we' ^ nor taws r \ r IeCO 7I ells t nlarr t/ti-m,tact saes r Got t '�� IJ�'rm IIeIIY fa7E1e gym ' i r� r .•••m are•/tr~ AM soy w iW® I O ,Jr..m ear IJ trmtm Rog Px: crt L i2 V i/u POW saID.W m aD Vati vromr al s3 r; 7/tr WJWW E ream W t/�1cVe'to raa aa�tr at dJ t/~7/tr Pmewar erI SECTION C — C SECTION 0 — D ALTERNATE SECTION O'—D' ("L Moto» CWLL uou" c wu.Ira n WURWCAW POWI M OW MUN WAK POSOWN NW HUNWN E POSI1101i str►e aId - ,- .:... sCrc 3X-1' FLORIDA BUILDMI6 CODE (Non NIO Wdo* &"bow taw) No.44167 `• eam amm ML Ate►/OMM M.v 91I W SMM CONNECTION TO CONCRETE OR CONCRETE BLOCK * * "� 7/eNem W/ EXTERIOR LOCKING ROD H FlXATKNI �f STATE OF 1L E C O IMe. AME W M lilU=SYSMIS AUX., W. srs ORlO aw a+ors GM *;;�� "tt.'��.-'A.'!�' "�''"' nr pigee.meewtpiwsms 20-1fi r A i�p L . r • stir s a l 11 �� f � #00\ N NO\ I Coll �. 16 +fi t t 4C. IX lk \i a t� a SCHEDULE#1 MAXIMUM SHUTTER SPAN-V On),MAXIMUM SHUTTER WIDTH W(M)FOR SINGLE(CASE D& MULTIPLE(CASES 11&Nil UNrM FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATKM INTO POURED CONCRETE.CONCRETE BLACK OR WOOD SUBSTRATES SICKLE Umm ELEVATION MULTIPLE MATS_Fi.EY9'IIM (g fA9E1:WILL MDLINr q rAsu :mu.Maw ,� ,IAl" :WALL MOULT BAHAMA SHUTTER ELEVATIONS Sup E Umn MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (P.s.f.) 1 +45.0 —55.0 42' 96" N/A 4 5/8' II do III +45.0 —50.0 40" 70' O 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINgKSCB� FOR SINGLE(CASE 1)&MULTIPLE(CASES I&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE POURED CONCRETE RATING WOOD OR (P.s.f.) SOUTHERN PINE N0.2 CONCRETE BLACK 1 +45.0 , —55.0 12" 7 1/2' II do 111 +45.0 , —50.0 7 1/2" 7 1/2' FLORIDA BUILDING CODE @lm lko Udwolar Snww roll.) o>Ias,a>ao W. %ASSA/BOM H.V. IIIWIM►SHUM oal w n No.4416MD 7 IL ECO�N�. }MKWMI SIMATEA ono.. SVNIM AMC.. Ills. ' 1 ..M. .11c f a STATE OF * '=sl ••w •.' "�""' ne p�wDrr�"'-a�snmpnpei-ewe 20-1B6 _L ue IIIIIMNN .IN ,-- yu W --_-- -_- — -_------- ---------- ------------- --.... 19 .w____ W - - -- ------ ---____ --- W-1211"MAX W --- __ ---_._.=- H=TW MAX Z moo � . --- w SO"MAX Z H s TO'MAX FRO 2=-"M EDITION W 160 MPH W 'a w•4?MAX EXPOSURE:D H•IIrMAX CATE©ORY:itcc ROOF HEIGHT:%W cc N rawR +rfORANUMhf ••' ell vp-n.e4uia W Z Q i.� 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8 U-W THIS DETAIL IB SUPPLEMENTAL 2. SEE FL�3M OF ALL� REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AND & SEE FL.N23-lS EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTA"ENT METHOD AND MAXIMUM 3.. 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE"HURRICANE POSITION'. L ALL ANALYSIS 18 IN COMPLIANCE VffM ASTM-E-1 Oft AMU E-1M.AM E4W,AMC)ASCE 7-18. � ,�OFS. TYPE OF EYEBOLTS THAT MAY BE USED: i G.I. 5hr 0 LAG STYLE WITH W LEAD TYPE,SPREADER INSERT WFM MINIMUM r EMBFAAIENT INTO CONCRETE OR CIW. S.Y. Lv16"0 SHOULDER STYLE EYEBOLT DOWEL AND EPDXY MINIMUM 7 SIT INTO CONCRETE OR CMU. 'ice �O R IO S.S. GMV 0 L44 STYLE WITH MIN11"V INTO WOOD. S. MMHMUM S. E MWSLE MUST STELBE INTO E.SHALL BE ND SUBSTRATE-NOT FASCIA.STUCCO,SIDING.ETC.3D4 �I��,, t. • `���� RAHAMA SHUTTER ALTERNATE LOCKDOWN ATTACHMENT METHOD S-1 euezr��