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HomeMy WebLinkAboutProduct Approval; Bahama Shutters1/5/2021 Florida Building Code Online e �C �& Dos Home I" In user Registration � Hot Topics 1 r fw' Product Approval i,: - U=-. publl, user Submit Surcharge tvtats rl pacts publications Contact ue ects ske Mop Junks ftarch i wmsa„n�.va0,fataftgyMgLA1111; tr 999f!> naalrrstron r �w � Applleatlon Detail FL Tl Application Type Code version Application Status Comments Archived Product Manufacturer Address/phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative AddreWilhone/Small Category Subcategory 'Compliance Method FL8523-R6 Revision 2020 Re -Apply condtlonal-reapplyl2/16/20 RECEIVED o c r 2 12020 ate A yelp C;(3wnly ermittin9 American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Bill Feeley Iradriguea@east®rnmetal.com Shutters Bahama Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Who developed the Walter A. mllit ]r Evaluation Report Florida License Quality Assurance Entity PE-44167 Quality Assurance Contract Expiration Date National Accreditation and Management Institute Validated By 12/31/2021 John Henry Kampmann Jr. Certificate of Independence Referenced Standard and Year (of Standard) Etiulvalence of Product Standards CertlHed By Sections from the Code Validation Checklist - Hardcopy, Received Slate ASTM E 330 YM ASTM E-1886 2002 ASTM E-1996 2012 2012 wwlv.'O*abutlding.crg/pdpr epp dtl.aspx?param'wGEVXQwtDgvijCBuOEmpYhQaKa4701VFn�atacnna,,._,.�..... 1/5/2021 Florida Building Code Online Product Approval Method ' Method i Option D Date Submitted Date Validated 10/28/2020 Date Pending FBC Approval 12/15/202o . I Description mber or 71- E 23.1ducts _meha HV Extruded aluminum blades assembled �-_ Bahama Shutter Hurricane Protection. together and retained by lamhs/heade sr to provide (Non-HVHZ) Drawing Number 17-109 1 Limits of Use Approved for use in r _. Installation instructions No ApprNVHZoved Approved for use outside FL8523 R8 II BERTHA ti f RAh1Acur rrrcn Verified By. AmMA erican lbst Lab of South Florida, Ire T L �TiON iA9_ STR r-pigNG Nq ft, H7 off Created by independent Third HVHZ.- Yes ImpostEvaluation Resistant: Yes Detol Pa rty: Yes Reports I FL€45�3 Rn nr- peen aa�R-BAHAtwla_orsr r. Ptetssur®; N/A Other: Large missile level !. Created by Independent Thirdparty.. Yes "D", 1Mnd Zone 1, 2 and 3, Max, width Is 42" and Max. height is 96" for +45, -ss p.s,f. ASD design load, Max. width is 120" and Max, height Is 70" for +45, -30 p.s.f. contact s ti ?S01 Blair Rene R",d Tall"hess"o F1 "aao The State of Florida is an AIVEEO employer , �e0.vweh! Z007 701R S4a_ t n� p fl�rt�,A :: p,i�� me�F Under Florida law, small addresses are public records. If you do not wane your a -mall address released In re8lrer13e to ea publ c records ro �ehmd Srate",ent milli to lhts entlty. Instead, contact the otlice by phone or by traditlond moil, aryou have any questions, please contest a5 public -1-rd •Pursuant to 10t Se n nd elgc 5 c Florida statutes, offective octeper 1, 2012, Ikensaas licensed antler Chapter 455, P.S. must provide the Department With an small add qV they hety one, Thu eamalLa mvI d. may be used for oindal communication with the Ili ee. However email addressee are public record. if you do an ei wish to supply a Personal address, please provide the Department with an small addran whith eon be made Ova addresses to the PubIlr. Toaddresse determine Ir you ere a tl do no under thaptdr qa5, rson lladdreftg disk Wig,, product Approval Accepts: Credit; Card Safe �_., ai�a4°t:lu?UiF�• �iiE{111c5:W�.a www.fioiidabuilding.orgipr/plapP u.aspx?param=wGEVXQwtDgvJJC6uOEmpYhggKa47OLYE0339SNWbgO%3d 2/2 W = 80" MAX. H = 70" MAX. W = 42" MAX. H = 96" MAX. W =120" MAX. H = 70" MAX. FBC 2020 - 7TH EDITION 160 MPH EXPOSURE: D CATEGORY: II ROOF HEIGHT: e30' NOTES: 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 o� A LIST OF ALL MATERIALS, '% 4 3. SEE FL8523_R8 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM.`` PANEL SIZES. ` 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE "HURRICANE POSITION". S. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1885, ASTM EA996, ASTM E-330, AND ASCE 7-16. 6. TYPE OF EYEBOLTS THAT MAY BE USED: 6.1. 5/16" 0 LAG STYLE WITH 3/8- LEAD TYPE, SPREADER INSERT WITH MINIMUM 2" EMBEDMENT INTO CONCRETE OR CMU. . 6.2. 5/16" 0 SHOULDER STYLE EYEBOLT DOWEL AND EPDXY MINIMUM 3" EMBEDMENT INTO CONCRETE OR CMU. 6.3. 5/16" 0 LAG STYLE WITH MINIMUM 3" INTO WOOD. 7. MINIMUM EMBEDMENT MUST BE INTO SOUND SUBSTRATE -NOT FASCIA, STUCCO, SIDING, ETC. 8. MINIMUM 304 STAINLESS STEEL SHALL BE USED. i BAHAMA SHUTTER ALTERNATE LOCKDOWN ATTACHMENT METHOD REVISIONS Lu 8 W z e 9 � 1 p Z ov ° W V LL a u W w H a oto mE E W" U V Z co Ir, co K. , PE �17T728 N0. 7 • SWE OF i 16Nq�7N S-1 04/02/21 GENERAL NOTES• 1 . BERTHA N.V. BAHAMA SHUTTER EVALUATION NVERIF D FOR CO PLIANENACCORDANE WITH HE SHOWN ON THIS 2020 (711% EION)OF THE DOCUMENT (P.E.D.) BUILDING CODE. HIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ BROWARD COUNTY) 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 FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-16 AND SHALL NOT EXCEED HE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY HE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON HIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33X INCREASE IN ALLOWABLE -STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609-1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05. ASTM E 1996-05 AND ASTNI E-330 STANDARDS, QUAUFIED FOR WIND ZONE 3, MISSILE TYPE D, BASIC PROTECTION ONLY. 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS k MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE ON SCHEDULE ON SHEET 7. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksl MINIMUM (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111=6 OF HE 2015 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksl YIELD POINT AND 90 ksl TENSILE STRENGTH AND SHALL COMPLY W/- FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLAY WITH ALUMINUM MANDREL 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4"0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2-. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8-. A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON HE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH HE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). (B) TO EXISTING POURED MIN, f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4"Ox3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"®xi 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. B.1) MINIMUM EMBEDMENT --OF TAPCON ANCHORS INTO POURED-CONCREIE SHALL BE 1 3/4" OR CONCRETE HOLLOW BLOCK SHALL BE 1 1/4-. 0.2) MINIMUM EMBEDMENT OF 1/4-0x3/4- ALL POINTS SOLID -SET ANCHORS INTO POURED CONCRETE SHALL BE Vil" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY EMBEDDED. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 0.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4' FOR BLOCK, RESPECTIVELY. 1/4'0-20 S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4- LONG SHOULD STUCCO EXIST, AND 1- MINIMUM FOR WALLS WITH NO STUCCO. 8.4) 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 PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.I. B.2 AND B.3). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF HE RECOMMENDATIONS AND SPECIFICATIONS OF HE ANCHOR'S MANUFACTURER. 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. 9. IT SHALL BE THE RESPONSIBILITY OF HE CONTRACTOR TO VERIFY HE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH HE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN HIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY HE JURISDICTION WHERE PERMIT IS APPLIED TO. 11. SHUEXPOSED SURFACE MANUFACTURER HE BAHAMA FRAME 0 OR IE N ACCORDANCE WIILY VISIBLE LOCATION H CSECTION T 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF HE FLORIDA BUILDING CODE. 12..,(a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 1. e. WHERE HE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR HE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF HIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM HE CONDITIONS DETAILED ON HIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS HE CONTRACTOR'S RESPONSIBILITY. (C) HIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR HE PROJECT AND WHO WILL BE RESPONSIBLE FOR HE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO HE P.E.D. ENGINEER, SHALL SUBMIT TO HIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR HE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. THIS DRA119NG SHALL ONLY BE USED TO -OBAim- RIBT6_NJNE STAVE-OF-FIOIUDA- - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .213" ( m 0 17 ZS" of�W 30) 10 045� I , I 1.700"------j I --.•2.0000---^-- I---2.125" (t.020)--.; AO LOUVER Al -HIGH VISIBILITY OB BLADE LOUVER BLADE 6063-T6 Alum. ALLOY 6063-T6 Alum..l ALLOY 9 �45 I -2.330' -.-- _ 1 H TF � � yvvf I <'� I °s m in a .093 a \ m ^ n t 1 to I �� � I F PRE —PUNCHED 110 m } 49p2-- 9 -� "I l _ APATED TUBE O 1_ SERRAT DE ARM OUTSIDE �PONENT,S"' SCALE: 3 4 = 1 " .302" _ R.033` 0 s1. .080" 0 I / 1 ny - .397 n a / ! L-I -.324' 1/4B MALE_!�tNGE •—�.1. h:v. 20--__ © TOP--RAIL/MALE HINGE DO BOTTOM RAIL /4"0---1.250, 1--1.250"-•I , r-1.250"-•I I l;p I o P 078i., -o� ' Qy I �i I OLES-• E0. T- o ! .0 7 j-- - -- -,2• - --4.000" Min- ---- o uoi I I t• .- - 17m--N o n t - N o1"�1.125' i 9/16"0• - m i 1/4"e-20x1" LONG t30' 7- I HMin. S. THUMBSCREW OR 1 © 3/8"0-16xl" LONG 9/16"0 ; - c o �} __ 1 o ACETAL THUMB SCR HOLE 9/16"° In I T c� •� HO LOCKING ROD AT EXTERIOR FIXATION Min. - HOLE j o GO CHA NEL r------- 1z•----- -- (2) 1/4"0 (3) 1/4"0 HOLES -! HOLES BLOCK I WOOD T "-1/4"0-z0xl' LONG t30'/ --S.S. THUMBSCREW OR 3/8"0-16x1' LONG In VIEWS Z ACETAL THUMBSCREW. N OH LOCKING ROD AT INTERIOR FIXATION f I^ ����(fliay,� I\-.940•--I---1.750"— _ V' �\CE�`SF ��'- FLORIDA BUILDING CODE (Non High Velocity Nurrtcone Zone) NO.44167 = 0�030 wwo' INC. * • c ASSA / BERTHA H.V. 9AHAMA SHuna * nnAml By STATEOECODATE AMERICAN SHUTTER SYSTEMS ASSOC., INC. /IL FS . .....P ,.\`4(r� �.. "amv x�umel�wm"�i"a,m ���,ol_,>„ WEUPPAIN BUC11• RDWDD 33M NA"N6``���.• Pius Fr.ul a WALTfl A 761ff Je• P. r- o.. , m 17-1W ,� No Roam t>< u167 , I I I I 9¢R 2 CT 7 - OR Al C (CONT.) CONT. T1P.) (2) 814x2' F.H. S.S. S.M.S. FROM JAMB E TO TOP RNL�C T- 1 L rLI �i 2 1/8" Min. BLADE L_ PENETRATION r N (E: � r r �-I I (2) #14x2" r F.H. S.S. S. S. FROM JAMB E TOL- BLADE AOR IL - ® MID HE GHT 1 TO BRACE JAMB f_ I (2) 014x2" F.H. S.S. S.M.S.—C FROM JAMB©[I TO BOTTOM f}0 RAIL B'/4 (2) gt®• F.H. S.S. S.M.S. FROM JAMB QE TO BOTTOM lk RAIL 0 • D'/5.6 (2) e144" F.H. — —fr FROM JAMB Q\� '�(2) #14x2" F.H. I TO TOP RAIL�C S.S. S.MS. 11 J FROM JAMB @ ' TO TOP RAIL C - 1 -4 2 1/8' Min. 2 1/8" Min. -� BLADE BLADE 7 PENETRATION ^ PENETRATION La Lj -� lg (2) $14x2' = F.H. S.S. S.M S N . ----�-; FROM JAMB E TO (2) d14x2' BLADE jCR ® MID EIGFFFHHH111YYYYYY -� FROM JAMB (PTO .wN.. TO BRACE JAMB BLADE OR 1 MID EIGHT .., TO BRACE JAMB ' I B/4 En _J I siMIIAR !] I FROM JAMS412" F.H. I S. SJJS. J FROM JAMB DTTOM — 1 B 4 TO I1I M® F.H. -- "W" (SEE SCHEDULE, SHEET 7)--- C/5.6 D/5,6 > B'/4 4.1� D'/5,6 WOOD SURSTRBTF - - (2) gux2' F.H. - -- --- B�/4 S.S. S.M.S. —• FROM rram. TO JAMS. Z SIMMAR RAIL �.1 J i-(2) 14x2• F.H. ; ' S.S. S.M.S. G` _ • FROM 408 E� ' • TO B OM RAIL QD (G !----- "W" (SEE SCHEDULE. SHEET 7) y C/5,6 D/5.6 r) CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 ' _SINGLE UNITS: CASE I ELEVATIONS FOR INSTALLATIONS WITH EXTERIOR LOCKING ROD (H) FIXATION N.T.S. 0 -'W" (SEE SCHEDULEI SHEET 7) "W" (SEE Vf. TYP.) r r ' 7 (p) (CONE) ` (H� 'W" (SEE SCHEDULE, SHEET 7)-----V' (SEE SCHEDULE, SHEET — 120" Max. WIDTH--- -- WOODWOOD SUB E D'/5,6 v, (2) 814x2" F.H. S.S. S.M.S. I FROM JAMBE TO TOP RAIL(C 2 1/8" Min. BLADE PENETRATION w X 0 (2) 814x2' S.S. Ln FROM JAMB E TO BLADE A OR ® MID EIG TO BRACE JAMB F.H. D/5,6 D'/5,6 B'/4 SIIQtAR -(2) #14x2" F.H. S.S. S.M.S. FROM JAMB (E TO BOTTOM RAIL DQ 1 J I (f] 1(CONT.) i SCHEDULE SHEET 7)- ! -"W" (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7) —' ---- 120" Max. WIDTH— -- .--- D 5.6 rC/5.6' CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 .. TI���T,,�� MULTIPLE UNITS: CASES II & III \CENs ' 'rs3l FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No. 44167 * * = ®_ tILTECO. — ASSA / BERTHA SHU H.V. BAHAMA TTER STATE OF DRAWWNST 'dFS; F�9RIDP E LE C FNe. AMERICAN SHUTTER SYSTEMS ASSOC.. INC. /2= 7/ DATE ,s�oiv/a ENGINEERING COMPANY as xc -ei��o`ooi mw a46M WESTR DS BMW PH, �tiu-22" FA '.�(ss1)=-&MO 2 u-CMW19 MLIER A TAN Jn. P. r nA r msm ala n-/a 0m am • 0acan® a ool - s66 FwwMA Lk. / utw SNPET 3 OF 7 I(0(0- TvPi ��(CONr.) J®C/5AA �kcroHr.)I�D/5A,6A (CoNr.) D' 5 (2) #F.H. o I o \ o 0 A, (2) #14x2' F.H. �--' S.S. S.M.S.- S.S. S.M.S. 4-== FROM JAMB I '� �`—---�--r FROM JAMB E TO TOP RAILLCC I TO TOP RAIL �. (2) 814x2' F.H. S.S. S.M.S. ; F-- L I I - ' FROM JAMB �- 1 - ) TO TOP RAIL C r- r- i 2 1/A Min. - L BLADE r- - _ J 2 1 LA Min. I 2 1/8' Min. �-- BLADE ! BLADE _ PENETRATION I.1I PENETRATION PENETRATIDN r H _ --4 ~ E t- r ] w - r Lj L- .J B FRO Affi(E) (2) �14x2' r 1 I U FROMI JAMB ro FROM dAMB E To I , (.Fi SS. 8Ms I.wi ® MD K)GHT F BLADE A Qt L _J D HUGHT 6lADE AJA ��ro 4, TO BRACE JAB L- roMBRACE JA62 F- ®MD r r, --j TO BRACE JAL9 ri --1 rr-- EI/4A 1 _I --� '� Samar L- F- � r- Fr- 12) 114x2'-FN• f' B/4A -+ FFRRO'MsJMM (D " Snow -1 B/4A TO BOTTOM RA'L CD (2) 814x2* F.H- • F- i®#O1T4Tx2'_F.H. I1L.U-i --'W' (SEE S.S. S.M.S- I sa S.M.S. O � �FRMB P : BOMTOBOTTOM y -- �-- --- 'W' (SEE SCHEDULE, SHEET 7)..- ---.-- .�_ " i T— _ C/5A,6A D/5A,6A B'/4A r -}-- TRATE D'/5A,6A WOOD SUBS S5. S.N.S. B'/4A �_ — ---- _ I BSA TeO�© (2) #14® F.H. I__ -- ® C7YI 1---'W" SEE S.S. S.M.S. -' ' • I- K-� FROM JAMB QE - s ' TO BOTTOM • FROM JAY.B ' • TO BOTTOM T1 �0 RAIL @ �'H rDi H- G --------- 'W' (SEE SCHEDULE, SHEET 7) C/5A,6A p D/5A,6A CONCRETE OR CONCRETE BLOCK SUBSTRATE ,D'/5A,6A SINGLE UNITS: CASE I ELEVATIONS FOR INSTALLATIONS WITH �! INTERIOR LOCKING ROD (H) FIXATION 7 N.T.S. /5A,6A rt J oR o I o III ! (CONT.) pH f SHEET 7)--L_'W' (SEE SCHEDULE, SHEET 7)--;-- W (SEE SCHEDULE. SHEET -120" Max. WIDTH— ---- -- --- --_. C/5A,6A WOOD SUBSTRATE D/5A,6A D'/5A,6A ;l(2) 014x2' F.H. j S.S. S.M.S. FROM JAMB TO TOP RAIL C 2 1/8' Min. r BLADE PENETRATION = 'E 13 U (2) d142- rn F.H. SS FROM JAM3ro N 9ADEQA OR T MD L (}1T ', TO BRM£ JANB I 3/4A --(2) #14x2" F.H. S.S. S,�+IT JAMB ES. OFROS1 I �J + BOTTOM PAIL 0 L D/5A,6A D'/5A,6A B'/4A ke-A (2) Q14x2" F.H. It S.S. S.M.S. I FROM JAMB QE TO BOTTOM RAIL@ EDULE SHEET 7) - F W (SEE SCHEDULE, SHEET 7)- ---W (SEE SCHEDULE, SHEET 7)- - -- ' } C/5A,6A -120' Max. WIDTH- ---- — - - - D/5A,6A TD'/5A,6A _CONCRETE OR CONCRETE 13 OCK SUBSTRATE \\ VIlilff�l/ rv, MULTIPLE UNITS: CASES II & III FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; No.44167 ®Zvie T . = AM / BERTHA H.V. BAHAMA SHUTTER "P DNAwx w j* STATE OF = 1 L E C O �Ne. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/2/2Dm DATE 1'• '.. FCORIOP .•'' F �C IESTINO a ENOINEMNO COMPANr W * o.xe nom.snw '°" •v� 4268 Mi5IR0AD5 DWYE wr" PAIII erncN. RnaDa aura rx (eooNu-22" uur. (5al)2oa-eseD 20-166 a`,r07f)NAL ENG\ ���• A 0006 19 —. my oo: a. craw ,.� DPAWoro No 111 111\ wMIER P. E MWOA uc A M167 SKE7 lA OF 7 CONCRETE HOLLOW BLOCK REQUIRED ®CORNER (Typ.) 2' x 4' WOOD--__, STUDS REQUIRED 0 CORNER (Typ.) 3'_FOR TAPCONS '4. • ` �� (2) 1/4'0 TAPCONS OR --1 3 1/2 FOR SOLID -SET Min. E.D. i--2'\Min. E.D. SOUD SET R4" ALL POINTS I 1 J % ;"N:' 1 �` J'��•^ (2) 1/4'0 PANEL MATE INSERT i I /� A OR '•' \ l ' 1 EI W/ INTERIOR WEB [� ® •'~ / ----- I NOTCHED AT (4) 3/16.0 (BLADE TyR (DW/ INTERIOR WEB v.• �:' % ��/, J BOTTOM RAIL QD NOTCHED AT ALUMINUM `fir 11 ) BOTTOM RAIL D f_5/16-x2" SLOT BACK Ode FRONT-^ v SLOTRH O ' _ �•= — _l r------ — T S— ^-----,=-� r =_- _ _ - __ ____— (3)•1/4"0 TAPCONS OR _� ----- \ (3) 1/4'0x 1 7/16- PANELMATE INSERTS TO WOOD mauarrn (2) #14x2' F.H. S.S. S.M.S.L=�_Y —� — FROM JAMB TO BOTTOM RAIL D �_ -- ' c—___—__--- © 0 � ` { ___- -- — ---� —=_ --_ =_? �_ =� ---J -1-(2) #14x2' F.H. S.S. S.M.S. + (2) #14x2' F.H. S.S. S M.S. i O — 2 1/4• sun -._-I FROM JAMB EQTO BOTTOM RAIL CD FROM JAMB1�T0 BLADE�OR�' E tounoN i QOW/ WEB----.----� / 21/Wfrn. i E ® MID HEIGHT TO BRACE JAMB L-4" THUMBSCREW LOCATION--= - NOTCHED AT --O BLADE PEI¢TOAnoN- I + (2) �14x2" F.H. S.S. S.M.S. BOTTOM RAILQD 4.1x tactllm---_r FROM JAMB TO BLADEQA OR -SECTION B'-B' SECTION A -A CONT. SECTION 0- CONCRETE (D MID HEIGH TO BRACE JAMB (2) #14x2' F.H. PIN - W/ INTERIOR WEB Sam c• 3/8• a t' "� OR ® (2) 614x2' F.H. CONCRETE HOLLOW BLOCK - .✓ S.S. S.M.S. ; _ NOTCHED AIL @ (N NOTCHED WEB S.S. S.M.S. ,,(Ei W REQUIRED ®CORNER Qyp.)BOTTOM RAIL t�>, FROM JAMBQ NOTCHED AT (BLADE') FROM JAMB E �''� r /INTERIOR WEB 2' x 4' WOOD -; - .�� TO BOTTON. RAILQ BOTTOM RAIL D ti F 7 O NOTCHED AT r—STUDS REQUIRED -- _ _—_ r : TO BOTTOM RAIL QD / BOTTOM RAIL Q r-- — -- —r- ---- _ t _ i _ _ ...__ 0 CORNER (Typ.) i '. �`> • , f B1A0E PQ,EBAnDN- ' I I i'uk, �.• —tee== _ _ .: — —J _--__—_— • 1625 � I I <o� .CINfH IfOI-PIf uuivacl-,sa - _ •igi I 1/4"0-20 S.S.: • :•5/16°xY�l I �.: ---.1 i .. -.. r •.I— •f .. f •g xi" LONG• SLOT - - (4) 3/16'0 1'i _, �% `f II: "...'• !' • I�". .. ..•. . I'�,5/16'x2' _ .i •. H I• -- ALUMINUM' f D 1 •i.(0 i 1/4"0-20 S.S: .SLOT -� f i : of \ THUMBSCREW.'..: '•.•Q.;,.• ...•.-•- i • • H ^.x1 LONG nlll POP RIVETS FRONT•:.:. •. CONT. I •' .: f - THUMBSCREW.. :. .' z i/s.,g&. O 1/4'0•TAPCONS OR� .. .fI txAwx •-_ N I I { •. :(3) 1/$0'TAPCONS'OR'�t•• �. •(2) 1/4'0x3/4" A!1 POINTS ••`� .r : .. ) " i '• •• _' = SOLID -SET OR : (3 1%4'0 x 1 7/i6' 651 - iPARELMATE INSERTS TO WOOD.'L! . ' 1/4"a P` AHEI, MATE INSERT • .: •.:_r I - - -- I r '—t'• - 1 y� ��GENS� 2`��'% ELEYATION� FLORIDA BUILDING CODE (Non Nigh Velocity HUrticane Zone) pzoxo mTEco, wc. A� BERTHA H.V. BAHAMA SHUTTER sauE: a/e• t• MIP No. 44167 =_ c * t * I L E C O 11Ne. AMERICAN SHUTTER SYSTEMS ASSOC„ INC. ' DATE 'd zs STATE OF Til1JE TESnN Ee ENGINEERING COMPANY 42em WESTROADs DRIVE 9'. 4m v.x� a a r�m.xNa twm PALM BrACH. E�1DUM Sum �iC'•. F(OR10 -: `�� '�� 1°"" ( ) (5et)209-SM 20-166 a-ffaC tfR000671oll.emn 1ONAL �N�..``�•`? MALTQE A TDIt7Jc. P. E. n , •'n i■ e�•� tuulraG No M1NmA De. B N7s7 slcn 4 or 7 lllillll CONCRETE HOLLOW BLOCK REQUIRED 0 CORNER (Typ.) (2) 1/4 0 TAPCONS OR — (2) 1/4'00/4' ALL POINTS SOUD-SET OR (2) 1/4.0 PANEL MATE INSERT (2) #14x2• F.H. S.S. S.M.S.___ FROM JAMB(k)TO BOTTOM RAIL@ FROM JAMB(g)TO BLADE @ OR @ ® MID HEIGHT TO BRACE JAMB 3" FOR TAPCONS 1/2' FOR SOUD-! Min. E.D. XV W/ INTERIOR WEB r NOTCHED AT / BOTTOM RAIL 5/16-x2'-, SLOT ---IQ" THUMBSCREW LOCATION SECTION L-0 Q W/ INTERIOR WEB 2' x 4• WOOD STUDS REQUIRED 0 CORNER (Typ.) ' `-% OR (4) 3/16.0 GLADE nP.) N 7C INTERIOR WEB `1( NOTCHED AT---�, ALUMINUM POP RIVETS BACK & FRONT—, '� I, [^Ny� BOTTOM RAIL QD 5/16"x2' V 1 i SLOT- ©W/ WEB _-...._^JQ NOTCHED AT BOTTOM RAILQ SECTION A —A PLAN CONT. -- __ -- w• Txuuasnew %A�h f. % u......" .- .: CONCRETE HOLLOW BLOCK -- ± S.S. S.M.S. --- -'- t� `C'J NOTCHED AT i. OF W/ WEB S.S (TYP•) ; BOTTOM RAIL Q `��! FROM JAMB QE NOTCHED AT — , �` (�E �• REQUIRED ®CORNER � ) FRC TO BOTTOM RAIL �D BOTTOM RAIL 0 F - t TO • �• :/ f (� I 2 1/E• ten. I 5/16'x2' ! v t 4 . •; u I SLOT si,s-xr SLOIL T i I; ! •ram_---7. V --y L �� i_-- —J �--_. �� ��� -� � t . w. I • •' 'to_ .....1/4.0-20 S.S. /. I I--T--- .. x,' LONG' ..:.i p.. ! i (4) 3/16-0 •'�•: ;.l•• • I I' t ''•': - • THUM.BSCRLIV. I LH .-� ALUMINUM- '• �D (i H I • `,., d .. I...•. POP RNEfS.�"•.. i : •.. - COIN.° �.... `.! :.:. I-' •6• sor Laulrox-_-=-- .•.r-j { ;..-'BACK & FRONT'. I . ,r=(2) 1/4'O TAPCONS OR • ', �' ' 1 t.'` ..: I (2) 1/4'0x3/4• ALL POINTS ; ; • : i !. - •::: SOLID -SET OR I t j '(2) 1/4-0 PANEL MATE INSERT •' .'.. :: I : fit/�.11i1, ... -A, 3P' AAi 97 = SwF: 3/6.O ,• I r (3) 1/4-0 A 1 7/S 'OR (3) 1/4-0 x 1 7/16•PANELMATE INSERTS TO WOOD Ell Altip (2) #14x2' F.H. S.S. S.M.S. FROM JAMBE TO BOTTOM RAIL@ 2 1/0' V- j • � pDamnal .0 + (2) #14x2- F.H. S.S. S.M.S. FROM JAMB © TO BLADE QA OR w -------10 MID HEIGHT TO BRACE JAMB SECTION B—B ___2' x 4' WOOD STUDS REQUIRED _ 0 CORNER (Typ.) 3 i -0! 1/40-20 S.S.• •.' .. _I: t _ _ ••. x1 LONG . • ! - •THUMBSCREW. •, .' i.. (3) 1/4"0 TAPCONS OR-- *(3) 1/4'0 x 1 7/16" ' PANELMATE INSERTS TO WOOD FLORIDA BUILDING CODE (Won W(ah Hurricane (SEX SEPARATION SH 7) MST= MASS 4 2w um CAP RATE RVO-V Till WOOD SIUD clrf - 2C 0. Q KOLERED SECTION C C (WALL MOUNT) HURRICANE POSITION Sme aler . 1. WOOD mEsmVy WOOD HEADER VOCO REAMER FIGUIRED 'P TAPCONS SHEET 7) 1/410 TAPCONS (SEE SCHMILE SXEIET 77 (S/E4E S= SKEEr 7) C-L OC-L 0 (07 3/16' tin 114xr F.H. Fs S. To N / imiF To 01MRAirLP6 HIZK & CUr MM Elpamn WEB --i-E)MMOR WEB J1,i = 0� 1 �' Zma NOTCKm TOP RNL Cg /4-0 —(A) OR(@ :Z cryp.) OR ? /A) Ml S 3 E NL a MD lfr TO JA'W #14J.2B' QFTO S a&,S=. gO...JTOl OR @ (Typ-) 11 0-20 FIXT W/RiN. 2 3� �IVO Al- (MLY FOR LIUCTRE UNIM (W.) (6 W/ 1/4' -20 SOLT w/Wur- E'R WEB Koarmmm MUO k lff=MO 67 F I ro j Lojwe i(4) 3/16-0 a uni ,ems Wo m JAUB-:t.) & MoRr LOZ ON tl v.-20 TRW SCREW -�20 T"UUEl SCREW (2) #14.2- FL c 1/4 REW 01 SS. ICED)) C-L FRO B (E) 0 20 DOLT W1 W2,VW 7 TTOY RXL@ '-1/4' �20 BOLT W/ Sl.%LS. S.S. W24stw (2) J14.2" F.KCAL - �,(3) 1/4-0 VYCOKS OR (3) 1 7/16- mom JmBm ELVATE INSERTS TO mzm V WOOD SM 0iv SM. 2' UN. -p( ")1/410 TAPCCHS OR (3) 114VM%;�116' TO BOTrOU ifAX@ TE �m lliOWh , I - TO S=tF 2e O. C. UAX WOOD SWD 0 - SM. 2- SM 14MBM3 REQUIRED 24m 0. C. VANt AUCTION Q D RMUM (WALL MOUNT) ALTERNATE SECTION D'-D (WALL MOUNT) NON HURRICANE POSITION NON HURRICANE POSITION SCALE: 3/9- jj!�W SCALE- 3/8* 00 FLORIDA BUILDING CODE (Von High ValOC4 NwTicans Zone) 'g, 02= TLTECO, Mt CONNECTION TO WOAD W E j AM / BSUHA KV. BAHAMA SHUTTER UP LOCKING RO FIX TIO No. 44167 S mum a a�n� - �,--,,`,--�.TATE 11LIEC Inc AMERICM/V2020 SHUTM SYSTWs ASSOC.,AMOCINC. OF 4, EN A 426I WEMOADS DWE ILI= 31,11% DATE A—,• Pik .0.. MR, 20 66 CA-MB719 A. K Oulam, K. miv ETJDapta3 BYr I� I 1 I I TO� I—t SCHUXLE I SHEET 7) Damurc I GL4SS_) zso• MAX n000 NEWER FromnF0 �, �r-� M000 HFAOFA (SEE 500XLE sxFEr 71 SCRECK E SHTET 7) , / r; �---- t/s•. TMCOPS �1 (stE salEoulE sxm 7) Fe I It B r0`� a) 3/tse 1 �, t{ /toe' F.It ''j.'•i POP wFErs /' T� l `� ,, �', SS 52lS �� ..--_ /14 BcK & rRONr 1 i l !1 I `` mror"�e ! I 1 , I ? S.S. IrAa c ' FRo t i i..� TO `-IFJw/ WEB , , �1 I I `' *Q*Wm wm _ 1 NOTCHED 1 , 1,OR k t ; op R4L(9t> 9 OR OR O co.E //(o_xir�Fa::. luau) LJ — (e6r FOR WL7&lE UNIS) lie ! +/4• D W BOLT W^W- 4+Q• uA►� b ro tluoE� Q. HEicHr ro e,ucE oR 0 (n'P•) w { ' ij,1t1 Ili li Ili: i O✓� 111 i C .` 10 FRONT IQ 11 1 111 /} J 1 1 I QJ e una w® �1I� : I\1 1 N IDGTON 4: n/a o m THUNe sc(Qw (z) itasz' F.H�_ R ` i L tleo w TxAB ScVLV S.S. S.U.S.1 `t' f YlOOD" ' �'/ ` CmE / I II 1 i -' + ,'-t/4• !-m BOLT w/ wNi ONUf TO ENoTmu i G 11 ii 1 ' `a' e•m BOLT W wJiCNllf (z) g,ax2• F.H. ConL PLATE \ 1 t S { : ( 1 (I , / S.S. SANS. REO'D ` i, S it I �%''. LI"� i ` �� �:1 v� (3) 1/aY TAPCOlS cN (3) 1(4•ex 1 7/tc• j '� �' I 1 I f t3) +/aonwcaa on ' (E� l ` 1 111 , �I f `c "PANE1/1p7E ObFA15 TO STUD eCORIfIIH OF I •' (3) I/s e. 1 7/,fi• To �TrON aL j' 1 11 wow sruB o / s,w. z• use xolmu1) 1—� �A,.LNJ4 E vaEm 70 S UD (Y9WOM 1F z4 0. Q. vAf.- w000 smO o .r STUD. r WA NOuw� NE° oun SECTION D— D z4° m ""'c' ALTERNATE SECTION D'—D' I 1•, i• `j �.• S (WALL MOUNT) v A' 1 1 Ik` 11 .`(WALL MOUNT) NON HURRICANE POSITION \````af1�111I �14/( q.�AAiA NON HURRICANE OSRION SCALE: 3/e• m 1 KCNE.... T`�fj�% scBE 3/8• a ,. Z2e aSr :-j v _ _ '•.E 'i FLORIDA BUILDING CODE (Hon High Velocity HN,rieene Rmul:m SECTION C — C (WALL MOOS HURRICANE POSITION CONNECTION TO WOOD W4 ALTERNATE INTERIOR - SCAE ye- ®,• SOCKING ROD jj FIXATION CONOREM OR CONCRETE mm HEADER REZMED 1/4.0 TAPLORS j 1/44 ab TAPC (SON s SCHEDULE) %r (SEE SCHEDULE / 1/4. TMCO(S _- -- `♦ /! i t B ON 6HLTTOItJ/`/ (SEE � j j -0can - - - g14f5' F.H. / i SS. S.M.S. ss. S.M.S.F.H. BACK g FRONT j I FROM JAMB / SS. S. TO TOP RAIL C j TO0P RR� FROM JAMB `T FiW/ NEB W(ERgR WEB =.f /l .m�T /lj� NOTCHED 1EOB �O00R NEB I TOP RM. TUP 21i C(� NOTCHED P R�ER{. T .7 SEPAQAiION I CONCRETE BLOCK CONCRETE OR �! / \( \\. /� OR ® `\ \�` ':.Y To aASOR `-(sEE sa+mulE -- ( V' O OR ® VMMUL REaUIRm /!. j �� (n'P•) CONCRETE BLOCK VaSTING ,,. --__A /14A2 FH. S.S. SAS.� �/� M uweWTo -�--'-- ,. /// /-�J\ ®MID FhTGf1f TO BRACE JAMB /,/ .T-(2) #14x2' FH. SS. S.MS. /0 / FROM BIADECA�OR V+ i ,`� 0 MID JrHE1CM TO BRACE JM18 ^eat %j / •\�''�.' OR A I �(aarVEml sHaE lams) H.. .2501 um. GAP e'"t ` FORMED 1 fear 1oR uuf1P¢,ams) ��/ V4' 0-20 ELT w/Nur-_ \ �• `�' r Kph ,v // l (2) J/fso Ao-�.-, 'O�+-a_J•� (7YP.) fF�w/ N[B �/ ` ` �"•cJ� emmu Rw. D // / 1/4• o 20 BOLT Whvr i ^�ror°a°prO �\� O �f i�,/ie,[MTERIDR WEB NOT Ar0 �, i `. ,� BOTTOM RAE� CONCRETE OR _/_ , � / • �(V�f (��({) CDNCRETE ELOCK //f %lf� - V J 41 FAOI J11® K 1 �f % `� \K ` } a �A1B1ON5 �'j LOCATION \ ` •. V BACK g FRONT \\y ' •-.'� �J ®E:ig( Jul LOCATON 1'l jMill',D Z, �- -�I Q ! •� N/Co-20 THUMB SCREW J cone. O§2 . Q, LS. FN. L,,.•.-20 THUMB SCREW \ I CaOt , t/4' 0-20 BOLT W/ Tm16NU° To BOTTOM RRA1,L n ! / I O `�y �� . � 1/4• o-zO BOLT N/ wwcmlr (2) 81a,a• F.N. C-L _(21 1/4b TAPcoes oR E OMS26 !/ L (2) 1/4'a 7/4• ALL PawE SOLID-sEf OR l _(z) ,/s'0 TAPLbNs aT TO BOTTOM (2) 1/4-et, 7/16• PANELMATE INSSM (2) f/4•taT/{• ALL PolM SCIID-SET OR O ,.�. (i) ,/P!A 7/1V PAHMMATE Raman SECTION C — C SECTION D — D (W&L MOU (WALL MOUNT) ALTERNATE SECTION D'—D' HURRICANE POSITION NON HURRICANE POSITION II III ({EJiJ (WALL MOUNT) SCAM. a/B' - 1• SCALEa/B• a 1• ```�� ���� /i���' NON HURRICANE POSITION ���P\' VCENSF % SCXL FLORIDABBUILDING CODE eon ( Nigh Velocity Num7oane NO' 44167 ©�� nt'mO INC. ASSA / BERiIiA H.V. BAHAMA SHUTTER ° CONNECTION TO CONCRETE OR CONCRETE BLOCK Paz * E* 7/2, W-/ EXTERIOR LOCKING ROD (0) FIXATION '� /1!r' J. STATE Of 'Q ��. �Cr� �Ne• AMERICAN SHUTTER SYSrEYS ASSOC.. INC. '/o' CONCRETE OR CONCRETE BLOCK - REAOFJt REOLURED We VIRCONS ISM SCHEDULE 51UF7 7) -- c W i S I I I Tr TO , GLASTRTN OKE (51 SHEET 7) ---. I I I i t I I i t I f I I I .250' MAX OAP- 1/407APCONS _.-.. (SEE SOROM; mm CONCRETE OR CONCRETE BLOM OR ® WALL ROO ERED OR O Cent. FOR STALE Mars) DC° A UXTIPIE WM) k r6 /102' F.H. S.S S1JS. FROM JAMB TO TOP RNL C —1E)IURWON NaraED n\. 0WEB() R 1/4' 9-2D BOLT �S . SHWT 7) OR CONCRETE�BLOCK -� WALL REDUIRED . S.S. S.J.S. TO SADEW OR TO BRACE 7MM OR A BACK A: FRONT /•��.f.%�i��i/`li� t !�J I %%� /� 4 THUMB SCREW C-L F.H. I ,b S.& 114.rS.M.S. •I S/{'o-2O • r—L �lJ� i FROM JAMB® CONCRETE OR CCNCREEE BLOCK / n %I : 1/4' o-20 BOLT W/ WMGNtr TO BOTTOM RAILQ RETAii1F0 / (( )) I -(2) 1/{'OR T POOR SOLID -SET OR (2) 1/eft, 7/16' PANEUMIE !NSERTS SECTION D — D (WALL MOUNT) _SECTION C — C /�j / NON HURRICANE POSITION(WALL SCALE: 3/8' 1' MOUNT) w`�`� HURRICANE POSITION sCuE. 3/8� '� No. 441 _CONNECTION TO CONCRETE OR CONCRETE BLOCK STATE W1 INTERIOR LOCKING — ROD (R) FIXATION _O'•. F/Hole J14.a- F.H. as S.MS. TO JAMB TO TOP RAR. C \EN 10fw�IFR10R WEB roP RAa� OR 4Y2' F H. SS. SM�S HERM TO LDADEk.@ NEIafT TO BRACE JAMB his OR A ! �•-1/4- {-20 BOLT W/ O NDW C-L 5 S FROM JAMBQ (2) t/a0 TAPCONS OR TO BOTTOM HAIL@ (2) 1/4'p7/B• KL PONE SGUD__SET OR 7/18PA43MTE INSERTS _ALTERNATE SECTION D'—D' ((HALL MOUNT) NON HURRICANE POSITION SCALE: 3/8• - 1' FLORIDA BUILDING CODE (Yoe Rich VaInen. Hurricane Zone) SINGLE U I S NATION ,u(_IULTIPLE UNITS_ELEVATIONS BAHAMA B CASE I : wau. MOUNT a cnsE 11 : wau ntoDNr � gasE III : WALL rnGUNr SHUTTER ELEVATIONS I ---W---i r�DOUBLE UNITS--( — TRIPLE UN ,� SINGLE UNITS 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.) I +45.0 —55.0 42" 96" N/A 4 5/8" If &III +45.0 —50.0 40" 7p" O 3 5/8" SCHEDULE # 1 MAXIMUM SHUTTER SPAN "L" (in), MAXIMUM SHUTTER WIDTH "w (in) FOR SINGLE (CASE 1) & MULTIPLE (CASES II & 111) UNITS FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE CONCRETE BLOCK OR WOOD SUBSTRATES SCHEDULE # 2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(1 FOR SINGLE (CASE 1) & MULTIPLE (CASES II & III) UNITS FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING & SUBSTRATE TYPE FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) `���P�, ........., c; pxGm nuEm. Gle ya: ASSA / BERTHA H.V. BAHAMA SHUTTER 1aC ENsF' . Gpp PN 6r No. 44167 I L E C O .,c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7�m�iM ° UUJT TESTING ! ENG11®NNG CGIIPAW 4M NESTRGM DIM a89 � a;A am M1mf. WM PAW u�cusnmlalY 2U F M (511t sxm C STATE OF r e x e1�a� PH: (e°oKsx-xms P,uc (selua9-e�aG 20-186 (VQ \ CA-GOW19 R i 000n0 ua ar. M tm�® WGWING NO �ORIDp .• Sri tt'"`ALWnnm s1aEr 7 OF 7 701v 1CN�q��` MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE RATING s f (p' ' ') WOOD SOUTHERN PINE No.2 POURED CONCRETE OR CONCRETE BLOCK I +45.0 12" � 1/2" I &II:[:]:+�45.O �OO 7 1/2- � � %2" `` Ilrlll I/p� REVISIONS W = 80" MAX. H = 70" MAX. W = 42" MAX. H = 96" MAX. W =120" MAX. H = 70" MAX. FBC 2020 - 7TH EDITION 160 MPH EXPOSURE:D CATEGORY: II ROOF HEIGHT: <30' NOTES: 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 ALIST OF ALL MATERIALS. 3. SEE FL8523 R6 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM PANEL SIZES. 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE "HURRICANE POSITION". o 5. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1885, ASTM E-1996, ASTM E-330, AND ASCE 7-16. i 6. TYPE OF EYEBOLTS THAT MAY BE USED: .. 6.1. 5/16" 0 LAG STYLE WITH 3/8" LEAD TYPE, SPREADER INSERT WITH MINIMUM 2" EMBEDMENT INTO CONCRETE OR CMU.r V 6.2. 5/16" 0 SHOULDER STYLE EYEBOLT DOWEL AND EPDXY MINIMUM W EMBEDMENT INTO CONCRETE OR CMU. �� O 6.3. 5/16" 0 LAG STYLE WITH MINIMUM W INTO WOOD. 7. MINIMUM EMBEDMENT MUST BE INTO SOUND SUBSTRATE -NOT FASCIA, STUCCO, SIDING, ETC. s�i C 8. MINIMUM 304 STAINLESS STEEL SHALL BE USED. BAHAMA SHUTTER ALTERNATE LOCKDOWN ATTACHMENT METHOD E Lu W� c Z `� Z o u o jj W � . Q 0 t � v wpm i , Q Lu OF S-1 04/02/21