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HomeMy WebLinkAboutProduct Approval (2) 11512021 Florida Building Code Online �-F 1 SCIS Home Log In User Registration hot Topics Submit Surehargo Stats&Farts Publitations ` contact ua ' SCrS site Map 1 links l searchProdu 1 6V - #� r ,-� �j USER: ub iaUsprrOYBI dEfffiUED n CODE COMPLIANCE amduce np�mvar Menu>P,Lvduee ar Appticeuon Search>AQpkation List>Application Data[ FL# F 8523-R STo CIE C®{{�� ' NTY Application Type R ion iJ j Code Version 202 BO�� ( Z q Application Status Re-Apply l Comments condtional-reapplyl2/16/20 Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative yj&C COTX Address/Phone/Email $111ua Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory eaha Compliance Method Evaluation Report from a Florida Registered,Architect or a IJcensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Flame who developed the Walter A.Tllllt Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity atigna dltation and Management Institute Quality Assurance Contract Expiration Date 12/31/202 Validated By enry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence F-LS523 R8 COI ASSA-COT. (- Referenced Standard and Year(of Standard) Standard year ASTM E 330 2002 ASTM E-1886 2012 ASTM E-1996 2012 Equivalence of Product Standards Certified By Sections from the Code wwwfloridebugcing.org/prlpr epp dti.aspx?param=wGEVXQwtDgYIJC6uCEmpYhCjgKa47OLYED33BSNWbgDa/o3d 112 1 Z1 Riffld®Building Code Oniin® - Pmduct Approval Methad Method I Option D Data Submitted 10/20/2020 _ Data Valldl3ted DAIS MOO FBC Approval 12115/2020 oVOpraduce ..W._...�`_.... .....w....._.___......_...-.......�...v�.:�._ .�..-.....+..,,..a._.m...�_ pL. Medan, 1 Description Nutnbpr or 8=.1� Rafft HV ~� t:xtruded aluminum blades assembled together and retained by,jambs/headers to provide y ,Bahama Shutter Hurricane Protection. i (Nrnt-HVHZ) bravan Number 17-109 tlntitl;of use ''Ltst:rlladew xn8tr4avotib Approved for un In FL85Z3 Rl YY BERTHA 14V S(�A �F�Lm*En filar.$ LMON,Ss�a�tumam Now-aa.+�t V If1JM NO VaHEled By,AmiAran Test Lab art Florida,Inc. Approved Aw um outelde Created by independent Third Patty:Yes tf ma ltas I ZwialuWan Reports Impact tRedetfrttn Yes I .F1A4S�8 Rd.A�_ASSA-f�6��Os�AMla.od4 Dedgm Pntaurrs N/A t Created by Independent.Third Pal fit.Yes tglhera Large missile level "Vo wind Zone 1,2 and 3, MwL width io 42"and Max. 1 height is W far+45,-55 p.s.G ASD design load,Max. width is 120"and Max.height Is 740 for+45,.50 P.M. .....,... ..,_ .__.. w...r.....,.�n. ..._. __ r�_ it 201 AleirStone nead-MakacaQn e-RMOi nns A9a.497dti24 eoMWIh!201!214Rfaee Parlde.:i�it- ig 1fio�otFlot(da than AA/2teG atnp(aya. umter waNualaw,Olnoq addressor tiro mlmte recad9.tr you do rwt want Your HmaU odrr�.+mteisao m raepwme to tt pti6lltrrrsords toquut,�nos satPe alrsSran(e mastotltiseteely.larerrd,eantadetea e�bYPtm%*orbytrad(tWnWLVVnu hive rtryaueft%mvNeaowntaad50A87430.•RMUw*tosucon4S%R7BA1, ytW(tL endtter,0Wve Odom 1.20&2.ticrosen(teamed wWtr t WX0r4M Rai.tlntrt p,ovldo fhtt arptof 0t WHh an qxW add!=(!they blr§tUt VM BMVM Vmvj&ow oat wn �fiYla�Md)QM bC Mgb aV�C t0 r(10'p�i(C�7b1100(Atl f V0=a ffw=v!1�MW CC V45J�ftft 9 idt&tb prmtuclAp:aotta111oerPacs Credit SAS :;shl�O;A5n4nflD4ti�tbv,'�'; www.ftcddebugdMg.wWpdPr_app_dd.aspx?paremzwGEVXVX(IwtDgvJJC8u0EmpYhggKa47OLYE05.'0ontutt-..,,RA GENERAL NOTES• 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN B.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7fh EDITION)OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8- FOR CONCRETE AND 1 1/4- FOR BLOCK, RESPECTIVELY. 1/4-0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4• LONG SHOULD STUCCO BROWARD COUNTY) EXIST,AND 11'MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, . FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE,SHALL BE AS INDICATED ON NOTES 8.1. B.2 AND IN ORDER TO VERIFY THE ABOVE_CONDITION,_ULTIMATE DESIGN WIND LOADS.DETERMINED PER ASIDE 7-16 B.3). SHALL BE FLRST REDUCED TO A.S.D. DESIGN WIND.LOADS_-BY-MULTIPLYING THEM BY-0.6 IN-ORDER 70 cokPABE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED,A 33M INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWA9LE'STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS B. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE.SHUTTER WITH SILL BRACKETS DURING.PERIODS OF HURRICANE WARNINGS. BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS•BEEN VERIFIED IN ACCORDANCE WITH SECTION 1602.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D. BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS &MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER. WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.0 kal MINIMUM (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR PERMIT IS APPLIED TO. MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ke,YIELD POINT AND 11. SHUTTER'S MANUFACTURER LABEL SHALL BE LOCA 0 A READILY VISIBLE LOCATION AT 90 kof TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME ©, D1�OR E&IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. S. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 kst MINIMUM YIELD STRENGTH. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. S. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 12. (a)THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC 7. ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. L e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. 1/4"/TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION — 1/4"0 z 1 7/16' PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON NOTES: THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/27. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (a)THISNS RODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A.3) IN,CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD, (6) TO EXISTING POURED MIN. f'c=3192 pal. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS — 1/4'/ TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILOEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — ll fiV0 a3/0 ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT !t< (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE SPECIALTY COMPANY. PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. — 1/4"091 7/16' PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, I.I.C. ���f�A11j�[���iii� THIS ORAWIHO SHALL ONLY BE USED TO Q�, ,.•••••..,/lr_l OB►AIN PEI M IN THE STATE OF FLOIBDA BA) MINIMUM EMBEDMENT OF TAPCON ANCHORS IWO POURED CONCRETE SHALL BE 1 3%4- OR �� .' uCEN49i=. y CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". __ No.44167 FLORIDA BUILDING CODE (Non Ogh VdodW Hurricane Zone) 8.2) MINIMUM EMBEDMENT OF 1/4'OIt3/4'ALL POINTS SOLID—SET ANCHORS INTO POURED *: = 02020 mrm0,M Ka CONCRETE SHALL BE 7/8'OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY >� ASSA BERTHA H.V. FIAHAMA SHURER , n STATE IF EMBEDDED. d••.�2 I+ :• I LIE C O LNe. AMU CAN SHUTTER SYSTEMS ASSOG., INC. 'c� NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'd-20 S.S. MACHINE SCREW USED SHALL BE GRID Mr> D a cemrxmattD canaxe ua+�auM 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST,AHD 1' MINIMUM FOR WALLS WITH NO STUCCO. �i� r$�ONa 11�N6� u�aa ui ,�mr wt M�A i mow. 20�-1B6 ■ar w� ee ,nr m� rR DWtDA Ilo l7LLUR A.TmUIr 1i P.E flAna1 llo. .N167 a .302' 10 Si. o 4147_. i.?_ ..`28 f- o n 625" o '108" : - .080' c ti i .yi I 6 ! ? }.. 1 I j i 4b�• a 30 -p j 1 'CA 0 .ps 3+ i7 <EEZ 077" r e� (TYP_)'- I I = i .167" " .343. - 2.125' (f.020)--•-• in --- . 2.972 AO ER Al HIGH VISIBILITY >� 1 " B.O. FEMAL 1 1.820^—•I j 1.B210^--•-- g @�� I D LOWER BLADE 6063-T6 Alum.ALLOY 6063-T6 Alum.ALLOY © TOP 11 LE G OD O JAM9 2.000---• -! O91.250"-�I 1.250'—I V_I _ 2.330" - ,pll, HOLES' EQ--EO. + o 'oo } 4.000" Min._rin . 'O N' - �. 125" ci ! 9/16-� _ 1/4^0-20x1' LONG-� (�•) . ; Min., ! S. THUMBSCREW OR HOLE 3/B"0-16x1' LONG c I ^ © o 0 o ACETAL THUMBSCREW. `� 9 160. - oo 'i o / _ -LOCKING-ROD AT EXTERIOR FIXATION � , � � 7 Min.-- 9/16'4 M� ' v HOLE Min.- I HOLE ' o ( - „� © CHANNEL of -. --......._ . - 12" . . PRE-PUNCHED I i (2) 1/4'O ! (3) 1/4"o- i CENTER MU ` i HOLES �__ _a1 i HOLES g ��_. r --- __ i T 1/4"0-20x1' LONG f30 VIEW X BLOCK WOOD S.S. THUMBSCREW OR 3/8"0-16x1' LONG In VIEWS Z ACEfAL THUMBSCREW. N O LOCKING ROD AT INTERIOR FIXATION S _� •902, —� o O_� -- m64 . i• n � - o � m m p 1 8 ° S D TU E JO 1" SERRATED TUBE T—.940" f f n } i ' VC�`rF 'v��% FLORIDA BUILDING CODE (Non Rtgh Vdodtj, Hlmlcane Zoefa) t-_.--1.750" NSIDE ARIA OUTSIDE ARM _ = ; No *4167 _ ©'°10' °" ASSA/ BOMM N.V. up W MA SHMER KO CAMEL BACK HINGE _ �. STATE OF I L E C O imp. 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CjT�.,�MUL11PLE UNITS: CASES II & III yC/5,6 13/5.6 N �CENSF T% FLORIDA BUILDING CODE (Non high Veld" Hurricane Lone) D/' 5 6 = No.44167 _ © + ac MY ET CONCRE OR CONCRETE 8LOCK SUBSTRATE ' ASSA/ BERTHA H.V. MAMA SHURER SINGLE UNITS:UNITS: CAE II STATE OF :e x IL E_C O�Nt:. ANErttcAH sHutrER srsrEus Assoc..TNP 'yam'° ELEVATIONS FOR INSTALLATIONS WITH �,>��J ,,�FSs OR E ��' � A WW PAN EXTERIOR LOCKING ROD R FIXATION c�)�-�• FAX,�,,,��„ 2o-�s6 JJtflfll11111111i+1�", CfA9 dr mrrn .m v.r ®.a m� NO N.T S. WAM Raman.7nff-P.E . ma�'" I t 4 19R7 F s Oi )cm Al "(cow) ®C f5A,6A (e�tc°Nr.) ®D/5A,6A SC�t�Nr.) I®Cf5A,6A ��oR Al rg�(CON0 �D/M,6A (��) - ( ) (2)#14x2'F.H. o I c I - a D'/5A,6A (2)g14x2"F.H.i-- �; I i ca iw. -'- --;j 1 D'/5A,6A FROM.IISB' -w, i r�l , -...._.. ._..__�. FROM JAAM9"E 2� To TOP RAfLC TO TOP BAIL�jc _I rl� ' IA ` 1 F I - _q•y(2) g14x2"F.H. ! I _T (2)j/14x2"F.H. S.S. S.M.S. F 1 --. y • ••S.S.S.M.S.//��±..•. I _. FROM,IAMB\CL L.. 1 i i FROM J IB I TO TOP RAIL c -S� , *i I r,l r' T!T I To TOP FwL c I 2 1/8"Min. L,�_. '] 2 1/8"Min. ? 2 1/8"Min. j'� 1-F 1 _II 2 7/8" Min. BLADE "- 't--ice BLADE BLADE -..- r , 1 "1+- SLADE PENETRATION r , PENETRATION PENETRATION r 4 F T i 4 I 1�l PENETRATION W , t E: _ v E�- L,_____-- —f__ E E J r , r'� I (2)#14x2" a J Fx SS SM r�� ---.} T t r Fx SS SMS- I I ! I FROM,IAMB TO i r "�. FRW JAME TO En (z>B1axz' �r I + (2)B14 r rn BIDEQOR r t'! -_. 1,'. t 1 en>100Rz NW ' "' w ®MDoir �- 1- +F --�1 y ®MD HEIGHT L ; fro ro aae � i 14 1 --1 ro JAMB ®ae0lf1a4r I-' r--- t TTo�� � - TO ava J411H J r- •r, -' -1•{•----- -; va, I— -�Ti B A �I-.' ..T-- •i. - t '=z N s% �'- 1�— ITT�— B/4A ( —�- , i 'W l�rY :, ` ` ram,-®— — 1 � )s1s_ H. 12)�42FH A/ 1L'A/4A i—A/ lr ss i FROM; ® -' ' HAn C p;I, � °H�; el r��-iS,• JAMS M TO JAMB i8J4A To Fmrraa — eLi 814A F_ ® �C(CONT.) G.SWLA o (2)B74x2'EH, F-F -- --- -��-s2s.gs4 F.H. ;G; ---•"W" (SEE SCHEDULE SHEET 7)- "W"(SEE SCHEDULE, SHEET•7) -�-'W' (SEE SCHEDULE,SHEET 7)- SS.S.M.S. - -----I-- .�.=K_.=_ F FAO►t J1wB(E� -'-`-------.__._ ....--- 120"Max. WIDTH- --.__.. _.- ...-._ ._i D/5�� FROM JAMSO i-I - t To BOTTOM HA4.D_:, f _ ;C 5A,6A WOOD SUBSTRATE ��D'/5A,6A . t • -•-•_ ._ - __.--r- "W" (SEE SCHEDULE. SHEET 7).... -- - .1 �,---:. -_ .__ ..�..._---._T_� ____. _ .�__ .. -_ _ _ / D/5A,6A B'/4A ( (� —:——_ ;;_.._ B' 4A WOOD SUBSTRATE �2.sF '_Fx. I- --AM, A/4;-- --A/41-, A/4p-{.i.!—A/4A —i..� (2) g14x2-F.H. FRONUNB@ S.S.S.M.S. B'/4A �I -7 B/4A TO BOTM — `I L�.I To°eo ob E LO0 r r i saouw@ H, f ® G" - "Yr SEE scHEDULE!SHEET 7)- D,:(CONT.) :rH Y�'; (2) B14x2"F.H. �_ �-a -(2)g14.2'FFL ( I `W"(SEE SCHEDULE. SHEET 7)-�--'W"(SEE SCHEDULE, SHEET'7)- f S.S.S.M.S.-,L.t_1=-_-__ ---- ' 'S5 S.M.S. _._ .. ._ -__. _. .__ -120"Max. WIDTH Df 5A,6A FROM JAMSQ FROM JAMB TO BOTTOM I _ ' '•TO BottoN LOO C 5 6A —�--- ML(o� "H, y[). Hr 't'6I � / A' CONCRETE OR CONCRETE BLOCK SUBSTRATE '�D'/5A,6A !- -------_ °w"-(SEE SCHEDULE, SHEET 7)- - --- - A ���a +NI w, MULTIPLE' UNITS: CASES II & III ,�Q�� �, 'IF ,,, C/5A,6A 6/5&6A /`-A 6A .`�� 'VCFNS�.," FLORIDA BUILDING CODE (Hon High Wock Hurecono ZoFu) = 02=TaTaO "A ASSA/ BERTHA H.V. W MA SHU TER BY OR CONCRETE-BLOCK SUBSTRATE N0.44167 - SINGLE UNITS: CASE I -o? �' IL. E C O AMERICAN SHORER SYS US ASSOC INC. '"TE STATE OF TE=0&FnaxcmKG come. 4M W95190,DS mart ELEVATIONS FOR INSTALLATIONS WRH �,,'iAA;.••'�DeloP �I �. �- ( ;�,� a 20—IN INTERIOR LOCKING ROD (Hy FIXATION ,Fs'•••••••••'�� r � D� N.T.S. ���iis70NAt �11a� sa>tnFta i±ieiE oD,:-,.. T CIFas y CONCRETE HOLLOW BLOCK REQUIRED W CORNER(Typ.) +� /' 2•x 4'WOOD \\\ /• - STUDS REONRED ®CORNER (TYP-) 3'FOR TAPCONS �• , % 3 1/2'FOR SOLID-S•T -� '2"Min.ED./ (2) 1/4 0 TAPCONS OR -...---•, Kin.E.D. (2) 1/4•ox3/4•ALL POINTS SOLID-SET OR (2) 1/4•D PANEL MATE INSERT�I ; �.� HE,W/INTERIOR WEB �' ® `'/,•' j :t �•.. ©WI INTERIOR WEB v i. ( NOTCHED AT (4)3/16-0 1(BLADETYP.) NOTCHED AT--- -•^� _ • I BOTTOM RAILQD ALUMINUM BOTTOM RAIL®PP jr� ,�f ''%:Ji `r�i/,•,'f/,•'''f 1 116',e SLOT BACKO& FRRONT..._ r 5/16'-x2"SLOTLl ^'u:..:,.. chz h_r ;I- w :7 r----- r.^•.,....T.�+ - -r.� -� -�'- - '=-='I=__`i``= ,L-.,.{ C}tl -----1 (3) 1/4'o TAPCONS17116 OR - (3)INSERTS 7 1 OD PANELlMTE 1 lN5ERf5 TO WOOD (2) �14xz" F H. S.S. S.M.S. L----- -=-----+ -^----_-=—_J i___r i - ---i r^------_-'=--_'-- -----� FROM 14x2"F.H. S.S. S.M.S. ` - ` --- JAMB E TO BOTTOM RAIL D FROM JAMB�TO BOTTOM RAIL rD � j ^� .� i z 1� 1E1 I '.� ! O + (2) T4x2' F.H. S.S. S.M.S. : E i--2 1/4•SW-- Q W/WEB----- -- Ali_t'7' 'I mAUE PQ�nG m-' \- I + (2) #14x2"F.H. S.S. S.M.S. FROM JAMB EQ F. BLADE 0 OR�1 � �nON i NOTCHED AT � '��J ff �•n11P�tsr touna—- _-•� FROM JAMB©TO BLADE®OR Q F MID HEIGHT TO BRACE JAMB -•4•THUMBSCREW LOCATION-• ' BOTTOM RAIL@ SECTION A—A CONT. ® MID HEIGHT TO BRACE JAMB SECTION B'—B' PAN SECTIO{J 9—B QW/INTERIOR WEB �_(2) #14x2-F.H. scALE:7/FI'�1' '(&0R(@ (2) B14x2- F.H. S.S. S.MS. ( •D.P) S.S.S.M.S. —'�, ,f:IW/INTERIOR WEB 2'x 4"WOW CONCRETE HOLLOW BLOCK NOTCHIRI AT--� ©W/WEB ' FROM JAMB©' NOTCHED AT �^Fy FROM JAMB(�E (tOTCH(D AT STUDS REQUIRED REQUIRED Q CORNER(Typ.) BOTTOM RAILQ: V BOTTOM RAIL :f- BOTTOM RAILC --- -�!._._._.. � - -- -.-. ._.__..,RAII'.�------ ? ^•--� - ®CORNER CTYP-) TO OTT BOTTOM RNLt`D,� TO BOTTOM {fj •' '�••.j�•mACE PQ7E7m11mN j 1 i i I I .I MACE CU:eT7PTtGti�I! `f 1•. !TP4!aN,AT,N•� •�1� • ' - n la ""'^a-"1 I"'------..•••'._.no..�a.�f�.o. a .A-- ---- -- -•,.--•- . <rx raaa,-a.�I .. `• �•.. ---. 1�.�-•_.�-'•---is_____—=t^_,— �.4�y__f..__ _. . --_— __�rILILJtYtia.i 1. • -20 s.s.,, •a/ts`xz i :. •- ;,.. �.... :: ..•.. .::.s/tsxz• 'o -. SLOT (4) 1/4'a-20 S.S�;• .SLOT ... •c x1•LONG• H .• ALUMINUM. D.i ',1"Il r� •ai• THUMBSCREW:••;;" '•, •-.:•:'r.!1.;. `.xt'LONG : O. POP RIVETS.: THUMBSCREW. •�: !ice s••ntuumomv ( •• i: ,'TdACK do FRONT'' f 1 ..O.. ,•2 i/C'SW .. '(2) 1/4-0 1/4'0 TAPCONS OR 1 i.•.• i :• :• (3) 1/4'o'TAPCONS-bR-..-�• 'n i .(2) 1/4'ox3/4-ALL POINTS `•P3A)N fEl IATE INSER S TO WOOD. SOLID-SET OR II• .. '(2) PANEI,MATE WS('RT j.' .- r••; ,- L.: _t:11111111ij/A t AA.•'r„-- -- .�,�- _ c..._.'-'4,'---_.:.;��_.,_.__..._�.__._ `��� % FLORIDA BUILDING CODE (Ilan Nigh Vnroft Runtoans Zone) 1 •.�••• XL 10 s s 3/E•.1- ASSA/ BERTHA H.V. BAKU%SHUT I CRAYK n No.44167 ANERICAN SHUTTER SYSTEMS ASSOr-r INC. >�OAU - nun 7mur.a EnCIIIE mm COMPAxr STATE OF a$,v xAt ,,,,�, ,,,1A wlsr FAM OXX dm �a 33M �A 'P�Oti1DP;\�kr ryeaflna '°" _W n6(wo)&3a-nu FAX:(5611209-8m o w c� aer ®� rs R.i aosim ma `/���A�ysio•••�G�Cj`���� "Lim A 7=Jr.P.L r ao rawm r a 4 RDAIDl1 Ue I P. >IEEI 4 Oi 7 lllllln j :y.:• /+/�^r r r/a'i '`/f.•+•,fir i�i `r•1 CONCRETE HOLLOW BLOCK- � '.... 1 _-••'--!� REQUIRED 0 CORNER(Typ.) •J/ .:: ` �, .� f;� 2"x 4°WOOD_.._... y,•^0, r.� STUDS REQUIRED ! !f - ®CORNER(Typ.) .`/ 3'FOR TAPCONS 3 1/2`FOR SOLID-SEZ % ;`:--Y --^�- 2",2Min. E.D,4jiz 12) 1/4 m TAPCONS OR --., Min.E.D. �/. ,`.- `•r (2) 1/400/4°ALL POINTSSOUD-SEr OR ( (2) 1/4 0 PANEL MATE INSERT•' t %� ,ti?1 ® 1 •�.;Ei W/INTERIOR WE8 QE W/INTERIOR WEB f` + NOTCHED AT (4) 3/16°0 ,(BLADE 1w.) NOTCHED AT-- BOTTQM RAIL Q ALUMINUM r- BOTTOM RAILQJ y� k2° POP RIVETS /OT16 BACK 5 &FRONT-^ ti �'fy a SL -• , '-,.e• .I `:•'_ . SLOT- � ------ (3) 1/4.0 TAPCONS OR -1 --' _(3) 1/4'0 x 1 7/16• --- —----- PANELMATE INSERTS TO WOOD ;c'--'-_� �----z !r�_____=__-_- ji (2) #14x2° F.H. S.S. SM.S:—_-.:.--- �_-Y �I r(_ I 1, f 1 I -------^c---------- -= _ _�-_ �- _ _ i FR 1�14 MB F.H. S.S.S.M.S. FROM JAMS(E)TO BOTTOM RAILQD : � r -- - -- -- �_ '', -'-' --_•=-=-___- ====-1 B E TO BOTTOM RAIL OD + (2) #14W F.H.S.S. S.M.S. rE ; ©W/WEB __,_,r..,J j 21/E•IGn. + '�'�+(2) #14xOF.H.S.S. S.M.S. FROM JAMBQTO BIADEQA OR®,-��- NOTCHED AT ©� D i �ta�oEPtruu�nav_. ;FROM JAMB QTO BLADE®OR @ to MID HEIGHT TO BRACE JAMB 10'THUMBSCREW LOCATION- •- --•-------•+ _..-._ ._ _ ,a•ll, pEp ax.__.�. SECTIOM B�-Qf BOTTOM RAIL Q SECTION A-A CONT. ®MID HEIGHT TO BRACE JAMB PLAN SECTION B—B (2) fi14x2` F.H. SCAIM 319' 1• A OR (2)#14x2°F.H. Q TC INTERIOR WEB f'S.S. S.M.S. ® W/INTERIOR WEB CONCRETE HOLLOW BLOCK - NOTCHED AT--, ©W/-VIEB (BLADE W-) S.S. SJ AM —" �� NOTCHED AT �! 2'x 4'WOOD REQUIRED ®CORNER (Typ.) BOTTOM RAIL® . FROM JAMB OE NOTCHED AT-•-- �1. FROM JAMB QE. BOTTOM RAIL y STUDS REQUIRED • E + i :•, TO BOTTOM RAIL QD BOTTOM RNL® a lei•; TO BOTTOM RAIL QD r ��. J---•-� - ®CORNER(TYP•) 6h 25° .1..t 2 1YA'M.. SLOT tt 5/1T6 x2•" i .I GUM POIEMMON f� V i •� . !, � __.�___... •_i SLO i i' LT _J "•II. I �,My'yS. ' •�` •CAN• .'�>n r t ; �• c=e _ I!' -_._-'_cn-•1 � l� _ 1 p-r� l � -_- __•-I t-- __--_-___�3W� CL¢l Jr. _• __ -- n fIL- _• ` .. _ .. - xf`LONG' i•• -•� (4)3/16`0 J';.• D i +�. 1/40 20 SS.• THUMBSCREW. .' I y .� ALUMINUM'F . ;,:: =.`1H• ••.x1°LONG _ POP RIVETS-' •.CONL'• .'".•THUMBSCREW.. ;• ' -- -a-swr uxilron-�•' -- -�° ' "BACK&FRONT'. _�t.a._ __a•sLo!.tarw>tox-�_._T•___.. . .- -+.•.(2) 1/40 TAPCONS OR• .• _ I `• ~ '•-• ' (3) 1/4 0 TAPCONS OR----:' (a) 7/a•Dx3/a-ALL POINTS . . ''(3) 1/4•0 x 1 7/16" .. ' SOLID-SET OR + - PANELMATE INSERTS TO WOOD '(2) 1/4-0 PANEL MATE INSERT ''f•.' i�' I .•. A ......... �'5. FLORIDA BUILDING CODE (Non H(gh VefoeBy Nunioona Ions) ✓�., a``y�Q�'• pENSF' OP! pzo:ol�mo,nle dP 's ASSA BERTHA H.V. BAHAMA MUTTER au"n 441167 '�'''' *' No. * AMERICAH SHUM SYSTEMS ASSOC., INC. 'CA STATE�f �� lallr tP3nx0 t u+aUmaxo ealPAxr sua OA sEsr PAu, O& naMcnla uonwxo No f-IxM1�ER,m9aflsom �'�y�SS•.....L`\```�� R"Ri Efffiilp.C. : i SIM 4A Or 7 Dnuuxl� wwo gem �i; V�-•� :�wow HumYOLC H FAMR FAMMM umw t/ TAPCptS _ .. ;�._... 7) / (stE seRmuLE 5HFt7 1, •: -- '� r L ' I� � � ! •ti:� (�E sorEoutrc sxirr» m' 3/�8b .Alftr FH r �l 111 } /` SS.SJ45. 1Ju11(+�'•' / SS.SHS �'..:.. tpop lam t •'7::. { TC laP RAIL C �� I� FROM JAHe TO TOP RkL fi+crmmR wm i '(F,N/9ER yy / Nafeim 14 -" E1NI m AA Im TOP Artti� `"�­�•� � l \ -�OR a (Tip tYP)OTI 1 51 � • L`� u3LLi::=l. g„a2•FJL 4.S _ —�-� T{ 1 , l._ - o�Hoa�lTOoR 1' i'I+QYEI+"+� 1�� AIoml@maaisaR®. }1 T ' ;-- .. \\C +��\�mu xncHr TO eRUE "V .(■)tY11L --CAI OR® { •y + ,'� *,• .,a �^y... '*, ;fosrRuesoeumms) 1 y`�• t- r'- @ OR lax.aAr- i t,.f•:{w +c.L 1 \ . tote ' t/a• eauw/Hur � MEg i t (x)3/Fro>mmms ....e % ! j ( ) vm EINFERM WE RmcHED Ar •��` Eormmm Af 1 t y { y I r O SDTfOY RIIY.Y ' �f I ` �'••I ECirOH W0:0 , � j 1 11 l -_ _ `'y4 t t 2W t 4 a FL43E. .," aI]/teY rl 1 1 i ��a• LmOGitax •:\ F t`, L. 110I ' OO oo:wee • f �P maYr f. 1 b I 1 (, d:. r i j t'« i 4f i r:. ' taunav N,\ j 1 11I : 11,i F ■''S �' -1/C'�-xo nmre scRcw Lew. ^: e1e t/a�-zo Txum sclEw 11 E r } Y• :✓.:j •1'i1 ( �fhx• _t �1 .� 1 Y f. ! 1 fIl 1 4 J (E� :I! CMt II t Cant T GTMM R1N.a _ _ rIaY F.H..S 1 :' t/�•o-xY BOLT w/vmtaRur O t/s•o-m esr w/a XMW sFRW.Us. (a)t/s o waves oR(a)t/ T/id ^^'• (a)tivo TAPo¢s oR(�t/ab.t r/Is- TO 8M me Q t..- `^ 'W IE M WER5 TO Oe �! ) 1 4. l I' C`� P3)11VO e15FRl^WO SR1O OamtnoRl OF zWND eYaD veto snm o 1 Sl HX a• wane sera® sore 2-rtea HGEAW) REQLMM xc a c Maz xr YAx ALTERNATE SECTION D D SECTION C — C R��. SECTION D — D "E°1a a ■ ■ (WALL MUNr) (wau ttou" (WALL MOM) HURRICANE...POMON NON HURRICANE POSMON NON HURRICANE POSMON sme 3/W=T- SCAM 3/e•.t' �Iuii1111W)yr�// sr�ItE:,a/e•s.t• R•H"'1'fC��r,�%,� FLORIDA BUILDING CODE (Non Nigh very Rwrimne Zone) VCENSF..9 pxomTaTEca RIG CONNECTION TO WOOD W j EXTERIOR No. AM/ 8MM H.V WKWA SH� 01L°'"or LOCKING ROD < � FIXATION * �L E C O lave. AMMCAN SHUMR SMIMIS ASSOC., INC. '/�° TATE OF meno a WGUIEeee+a aaarurc saaa WERN Ms oar . ■w ■n ram wmu ROtd4 at. wor PALM KW rLOM 17W7 �C0R10 �� '°•�. _r a", PR(eaoNss-xxA rAz,(aFr>zae-esee amvmo r. NALE�Gv`` yP0LrL1moL 0 FliE ar .tom P� a. ®tat as sett s e6 s t wwo WAM 7-� rJXW;MD rEW;Eo REMAZED wow HEADER -,AFMNZ va SmmtlLE SHEET 7) 6/259MMNSE SHEET 7) "7 I-op C-L V� % #14X2-PX 0144'FA.POP RAM ss S41.5 EACH&FRONT TO 70P ML 0 elffamm Woo wre NOTCHED 8 twrcKw TOP RAL HOP R41L C ..7 OR @ MR) --oA OR 0 I— GLASSI MR) - D I D DOSTWO A X M81% TO ELADE(N)OR 7T,=Zzinv 'a BID NEC TO BRACE W14WER 5 SAM OR T OR Om 4emms W B MY FM UAMZ wmj 3/v�20 ema w/wr- NOTCHED AT BOTTOM R40 IC 0/ iME.MDTXW:K=ME D R W ES NOTCHED AT , PA@ norrom P.M@ 0 EACH JAW POP laym Locam —,A; BACK FRONT @ I/4 C-20 imuua smnw rPwLAToE, w Ct. S-S C" 2o. f txa 1/4-0-20 TMWM SME l. 0 -FL W O FOMML 10 i 4 C0 2W. /41 o-20 E T W/WWOM 5.1�ff1/4*0-20 DDLY W/VINC141T 0 EOTFOM (21 FH. (3)1/46 T CRJ3)I/ I 711W JI, IVAWWA OR(a 1/4%17/16- .L 1 w MROL@PNEI =M . m ) no SUD a • iL M mosm owwm OF 2e&r 2r M C.MW; VAX FOUIZED SECTION 0 Q RMUM ALTERNATE SECTION 0'—D' (WALL MOUND (WALL MOUNT) CAME ON NON HURRICANE POSrnON NON HURRICANE FM 1% "I, 3. SCALE.31W I' Sram aff % Wool)SM a FLORIDA.BUILDING CODE '(Ran fth Vdoclly Numcons Z—) 24-0.C.Aum- 0.44167 c 92020 79MM DW; ASSA / BERM N.V. SMAMA SHUM UP DRAWN or SECTION C C (WALL MOLIK) CONNECTION T 0 STATE HURRICANE POSMON WOOD WZ ALTERNATE INTERIOR Mr. \ AMMICM SHUMM SMUS Assoc., 1W. VAN TMIM a UMNwdfw—cmpmT FIXATION maw mumm 3ma WEST AM now.nwm am SCAM-319'-I' IOC ING- ROD(H VA...AL0110 4M WESnWAOS EMS 11-1, ......... FM(800)432-ZIN FAlb(MI)2n-am 20-166 I 11irtfilillit Wwm JL P.r fur= SM 5h Of 7 R mm" T/Af T,Pmra ,/r.,wcoxs J (SEE SCHE DA (sec mB s/ A sa,mut ON sEET n OC.L a,SW n %i//, cau ON so-*n j%.'•F.'%::�! j%f ife 1 i 7/tBo '{%/ ss seis• 'i'% _ ha z•—A,FOP —A, F.x. a aSN7s .% 'W"n f r E STY, i E&CX a FRONT ` i `-' TO FOP RABC ' 1EIRi mm WasNOTCHEDS r -+E:OOFfOOR Arm TOP PAL YO GUM ICn snvr,Nnw `N mArRErE mnoFCONCRETE°R { '-^� �DOF �� \"' `A CR JVCP i /t�Y2• H 5.5.S.Y.S. JAYS Is OUDEQOR® a An NflA BRACE,uMe � -_�'�a '7 (2)114.2FROM &AOE�pp3'OOR -.UC.nA '\\`��r...a_,`.' at A f `'sr7•. asa MAtE Cor- ' :..\;+ wi `` al$ \\ n\ OR A }.� I-� .•;;r \ _ \ •IE.ON,OaOR Tffe rJ/ U77/ts'o ��.,,�_., (gyp) I (My„n N ZqX lOe 0 "rr 1/r 0-20 CW.rW/m- ,aatago A // POP tavc,7 BOAO° i.� ,/s•o-xa tiO1T w/xui �- ��...r ,c O+GRmR WEB i % .•%,.• NOTCHED R AT Aa BOTTOM RAM O f w: u,7/1�. O GWv,W® ' CONCRETE OR X/, Ifl .�•� J 9AaR Et CONCRErE BLOCK �COCATON Of �/� r�� t/r0-20 RNMB SCWW Cant \\ ... , •� n �;/ O `./ 89.r�ALS.F.x 1 I .:4-11, �.�: � �1/A'0-20 TRIOIB SCREWFROM AUS 0-20 BBu a/wavmaur TO BOMVFFNLQ /r a-m eau w/aa+cxur �/�F.B.(2�1/4Y TAPCWa OR PROM JAMBE)e2 1/a•Y 7/P Au PORT SD�-gT OR L --I2),1r0 TMWie aF TO BOTTOM WYL@ y,_ .1 1/4%1 T/t0•PMXWE OSmrs , fUz)I of 74/,6•P POW YA�oS rr CR OT SECTION C — C SECTION D — D ALTERNATE SECTION D'—D/ (WALL MOUNT) (WALL MOUNT) . HURRICANE POSIRON NON HURRICANE POSeRON `� �(�IIOupFq� NON HUURRICANE POSMON SCALE:7/e' ,• sri,c•J/e•v 1• ��.�'��' �•i.... /j�/�i SauL,7/w-I, A�a�Y:'• NrEIVLV :�9''; FLORIDA BUILDING CODE (Ron Mgh Vetooity zone). _= No.44167 ® °'�"m ASSA/BERiMA H.V. BANANA SHUTTER UP CONNECTION TO CONCRETE OR CONCRETE BLOCK T/ 0 Mfj EXTERIOR LOCKING ROD tR) FIXATION '. STATE OF �� IL ECOlwe. AMERICAN SHUTTER 9=0 ASSOC., INC. GATE ' ORID •TRAH TESTING Nt ENCOU30WO COMPANY �Wtt.AA S WM .P [ P,:' F Fm Rti i...,ms Wq. .Fad a,« W[er PAIY rTAat,FAta00A 77,0. q� 1 G\C� � 0>o.w"NSO$`n-w1 H0(m0Nu�2o. FAc(0rlbas ea0 20-166 /'/�i//S�OAIAL� Tr��r NwNm iu aaos ..: d. ten. Fo< Dama,if. iRONIDA NNe ulp.` A SHEET D OP 7 '00�m 1/410 TAPCW % 1/4-0 TAPCOW ljWl ME scvwmr. ism SumDmL (SEE SMELT 7)SHEEr 7) C..L SMELT 71 1i% Bead ouln All c jl4xQ.H. UANO 014.r FA pop IBM FROM 0% ww TCP RNL OTCHED A c =l N za 6 \1 I V SEPARA71ONeLa�ic'�:;%% CGIMUR OR OR m susmKRm am WALL REGUMED (np.) VMLL MiduRm —OAIr y MOTOURv OR GAILDHMW70MM OR A c�&r..) loty fm s=Ear) --@ OR A • crip) w 0011 m M@ 11C�20 EKXT W/Mff IVINTEMOR WEB MQTCHW a wnm m(y) �M BUM Ra@/l R0, GO bK me mv-Gw I 0 ENN I r, OCR& RW I F -.. --1@ '410-20 7HUMB SCREW V cons 1-1/4 -20 YHM SCM 01 sit, R=VA63 To sovrom Lo. R,�Hg FK I/V'�23 5W W/W%GW 1/4-0-m PKT W/W== CONCRETE CR CONCRM MOCK "REDURED oR W 1/40 TAPOUNS 0? TO BOrrOML@ 21 1j4 aide PW W0amn R SECTION D Q (WALL Now) ALTERNATE SECTION D'—D' (WALL MOU" NON HURRICANE POSMON NON HURFUCANE POSMON sWllQN c — SCALD 3/8'-I' SLUE (WALL NOW0 FLORIDA BUILDING CODE (Non ft Vaiadiy Ikurimne Iona) HURRIMM PION SCAM 31e 1p No.44167 s 02020 MUM W- ASSA/OMM N.V. BAHAM SHUTTER cum By CONNECTION TO CONCRETE OR CONCRETE BLOCK STATE OF W/ INTERIOR-IJQC STA IL I EC 0 Inc. AMMCM SHUTTER SYSTEMS MW.. INC. DATE LOCKING ROD (0) FIXATION 425a WCSFROM ORNE ....... m 20-108 �mum ftcmkw� AL CA-000VID M.I - I M I.L. Nso m L WRXER& i 'naRM "lw� SLIT 61 aF 7 SCHEDULE#1 MAXIMUM SHUTTER SPAN"L"(in).MAXIMUM SHUTTER WIDTH"W"(in)FOR SINGLE(CASE I)& MULTIPLE(CASES II&IN)UNITS'FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE CONCRETE BLOCK OR WOOD SUBSTRATES �W�ll-UNIZS ELEYA71Q1V MUJJ-l0 U -rM ELEYATON B CASEJ:WALL!FOUNT. �� C�ISE it :WALL MOUNT WALL MOUNT 1 `mil BAHAMA SHUTTER ' ELEVATIONS i �-DOUBLE UNITS-4 �iRIPLE U=i SINGLE UNRS MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L' (IN) TY15E REQUIRED TO GLASS (IN) (Ps.f.) 1 L55.0 42" 96" N/A 4 5/8" II & 111 50.0 40" 70" OF 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES( FOR SINGLE(CASE 1)&MULTIPLE(CASES 11&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 No.2 CONCRETE BLOCK I +45.0 ,, 7-55.0 12" 7 1/2" II & 111 +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Hon High velocity Burrime Zone) `` 711 i11) Illii ``��� ©solo mtceo,erc ASSA/ BERTHA H.V. RWM SHUTTER owlt�N By �Q a f No.44167 1 3 I L $6 O ewe. AMERICCAN SHUrfER SYSTEMS ASSOC., INC. , VArh _ Tuan TEN=!UMNEUM9 99WAW 49W Wl7 RUP move xm nmma wE vur vAcx 29M stem STATE '* "••c" 10 ••°�-"" rN,(no)<sz-2 vAr:(su)mn-m 20-188 ,ly OF •@ s u ma�"e "o a. - ' ••."G P,.•;,�c.�.� wool A.nun Jr D,a �. ao n-,u + ele:7 7 aF 7 GRID Floaoa ue t71m , REVISIONS � W " - —__ — ------- - W� ----- --------- W -- --_—_ W=120"MAX. W M -- -- - - - H=70"MAX. z p t - -- W=80"MAX. z o r, o H=70"MAX. FBC 2020-7TH EDITION W : ELL 2 160 MPH W421MAX EXPOSURE: D G w � m , H= cc 9 96"MAX. CATEGORY: II °, ROOF HEIGHT:<k Q d W ` SEE NOTE 6 � � / AR7'E'.(SEE FL6523J2B) 7 ART'H'(SEEFL8523-0) — \ C ART'D'(SEE FLfib23-R8) +_+ -AFT A'(SEE FL6523,Re) W C --- — --------------7 _-- ---------------------- Lu .J Z C. ' � Q N� N � 7 �I 2 � 5 1111j'llfll/ �� NOTES: �'D•K' '• 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8523 R8.THIS DETAIL IS SUPPLEMENTAL. �� ••. -2: SEE FL8523_R8 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AND • E •-I A LIST OF ALL MATERIALS. .� ••Eewa a •• 3. SEE FL8523 R8 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM P> �225 •i PANEL SIZES. • 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE"HURRICANE POSITION". s i 5. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1885,ASTM E-1996,ASTM E-330,AND ASCE 7-16. v i 6. TYPE OF EYEBOLTS THAT MAYBE USED: • , TE OF •�k 6.1. 5/16"0 LAG STYLE WITH 3/8"LEAD TYPE,SPREADER INSERT WITH MINIMUM 2"EMBEDMENT INTO CONCRETE OR CMU. i ••• P �• (V 6.2. 5/16"0 SHOULDER STYLE EYEBOLT DOWEL AND EPDXY MINIMUM 3"EMBEDMENT INTO CONCRETE OR CMU. ''i �y�O F11O•• 6.3. 5/16"0 LAG STYLE WITH MINIMUM 3"INTO WOOD.7. MINIMUM EMBEDMENT MUST BE ••p�E • ���� 8. MINIMUM 304 STAINLESS STEEL SHTO SOUND ALL BE USED.SUBSTRATE-NOT FASCIA STUCCO,SIDING,ETC. ✓j��''.URAL ' ``���� BAHAMA SHUTTER ALTERNATE LOCKDOWN SHEET ATTACHMENT METHOD S-1 04/02/21