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HomeMy WebLinkAboutProduct Approval- Bahama 118I�Q21 Florida Building Code Online s a: VV K"Home log in User Registration Ho t Tops Submit Surcharge Stats&Facts Publications Contact Us BCIS Site MID YD links i'"R sin u product Approval WER:Public Uscr f�t� -•y'="?i n;FPi' FL .PLOCutt or Arinteaatinn R ' -� �+ 15NUdO .rct y Applleatlen Detail Application Type FL8523-RS Code Version Revision Application Status 2020 Re-Apply Comments Ar chived cond 'ed Clonal-rea I 1 PP Y 2/16/20 Product Manufacturer Address/Phone/Email American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach FL 33407 (561 2 09 8263 �� breeley@easternmetal.com Authorized Signature Bill Feeleyj� �� N irodriguez@easternmetal. vO 00 Technical Representative j''; I �vC,'N�GG Address/Phone/Email V � �O Quality Assurance Representative ;�� Address/phone/Email 1' Category Subcategory Shutters Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.TIIIit Jr. Evaluation Report Florida License Quality Assurance Entity PE-44367 Quality Assurance Contract Expiration Date National Accreditation and Management Institute Validated By 12/31/2021 John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence •;,"A_a:r�r.i,rjl: Referenced Standard and Year(of Standard) StROAGEA ASTM E 330 Year ASTM E-1886 2002 ASTM E-1996 2012 Equivalence of Product Standards 2012 Certified By Sections from the Code www.floridabuUding-org/pr/pr�_@pp_dtl.aspx?paraM=wGEVXQwtDgvjjMOL.'ltlpyrlCjgKz47pLYE033BSNbvhnnoiz,, 1/5/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/28/2020 Date Validated Date Pending FSC Approval 12/15/2020 Surnmary,qf Products FL Model, �Dsseriptlon Number or Name 8523.1 Bertha HV Extruded aluminum blades assembled together and retained by jambs/heStlers to provide I Bahama Shutter Hurricane Protection. (Non-HVHZ) Drawing Number 17-109 j Limits of Use Installation Instructions Approved for use in FL8523_0_11 BERTHA IiV BAHAMlli SH_ UTTE11_MST t " HV(47 {fir_ HVHZ:No Verified By:American Test Lab of South Florida,Inc. Approved for use outside Created by Independent Third Party:Yes HVHZ:Yes Evaluation Reports Impact Resistant:Yes R2523 RS AE A4S�,J'E_t�-BAHA{yA,gd9 Design Pressure: N/A Created by Independent Third Party:Yes Other: Large missile level "D",Wind Zone 1,2 and 3, Ili width is 42"and Max, I height is 96"for+45, -55 i p.s.f.ASD design load,Max. Width is 120"and Max,height Is 70"for+45,-50 p.s.f. contact Us!:2601 Blair Stpne RoaA,Tallahassee Ft 3]399 Phone:850-467-1824 The State or Florida is an AA/EFO employer.Cggyriaht 2007.2013 State ofFlorlda.::Privacy Statement::ACC0551tiffitil Statement::Reffuno!statement under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electrorrc mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Seaton 455.275C1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for oMcial communication with the licensee.However email addresses are public record.if you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public,To determine It you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts- El® t7,re:Y Grecir Gaul! Safe www.floridabu ildi ng.orglpr/pr_app_d ti.aspx?pa ra m=wGEVXQwtDgvjJC6uOEmpYhCjgKa470LYE033BSN W bg0"/43d GENERAL NOTES: i. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 8.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDMDN)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 1" 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 ASCE 7-16 I 8.3). 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. (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 33% INCREASE I SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WINO LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS I 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 U 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 1609.1.2 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 B MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. i 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 ksl 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 ksl YIELD POINT AND I t 1. SHUTTER'S EX POSED SU FACEA OFUTHE RER LA BABEL AMA SHALL BE C CA DD OR E�N RACCDORDANCILYIE LWITH STN T 90 ksl TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 6. 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; I. 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"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION - 1/4"0 x 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./) 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". (o) PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 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 I (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.D. ENGINEER OF RECORD, (B) TO EXISTING POURED MIN. f'c=3192 psi. 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"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4"Ox3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT do (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"0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. J�P�ER AI�IT144 THIS DRAWING SHALL ONLY BE USED TO ✓ OBTAIN PERMITS IN THE STATE OF FLORIDA B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR L��ENS�c''•:9�; CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". FLORIDA BUILDING CODE (Nan High Velocity hurricane Zone) No, 44167 ©2020 mTEco.INC.8.2) MINIMUM EMBEDMENT OF 1/4"0x3/4" ALL POINTS SOLID-SET ANCHORS INTO POURED 7�'t * •j ? _ ASSA / BERTHA H.V. BAHAMA SHUTTER In CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY z - STATE OF —� EMBEDDED. V` I L E C O10p _ F Luc. �AMERICAN SHUTTER SYSTEMS ASSOC., INCINC.1 DATE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE �ORIDP ,IT rEsriNc k ENOINEETNNO COMPANY 4266 wEsTsoAOs ONVE �-- 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 4 G�. P`...,m uooa lwm.mN; wEsr PUN erwcN,nasm 6s4oT _ � �pi tEN`I�.� 20 ..tl v:.cn.coeaai sen._... PH:(400)4a2-2264 FU:(561)m-mo OnA-166 fill u-ao0ens ""• _ wILIEP A nLLR i.,P.E. _ale,r"w SWEET I OF 7 FLOR101.Uc./44167 - .302• 33" \ o o .078•. � hR330 910` _ 1 i .f._._ .281" '�- m ^ .625' o w `t• 4j•4j. r _\.1 ; 2.330 i � .045' s (t.030) r - .108" R.125' 37 p 078• NI n �I ,^ ( .119"_ .1 19•j j r r i R 415' �y .391� .0'/t" n 0'. (TYP.) I - .18T • - 2.557" ••T43+ 1.625" -' - 1.700" - �$• R o I I 1 In 2.000" - - 2.125" (t.020) I I m 2.972' , I O At HIGH VISIBILITY O i az0' - g ` °sue• r BLADE LOUVER BLADE I- -Lazo•--1 6063- um. ALLOY 6053-76 Atum. ALLOY © TOP RAILIMAIS HINGE D 2.� a 45'1 1.250'--I r 1.250'-1 YJ�+1' 1/4`0 .- 1.250--f ! - 12' 2.330` - hip HOLES E0.-•-E0., r g r F Q r - .000` Min. w ( 5 f 9/16"0 1/4.0-2b0- LONG t30' Mn S. THUMBSCREW OR .093" Ln O HOLE ' 0 3/8"0-16x1' LONG � of g g > j oP ACETAL THUMBSCREW. 9/16"o , ,: i Min- 9/16'0 "�� a HOLE Min. HOLE � CHANNE v� 12' PRE-PUNCHED YL7OL717ii (2) 1/4.0 (3) t/4"0 -�0^)11iri CENTER MU 'ON HOLES HOLES o, N N 1.99T 1/4.0-20x1' LONG t30• VjFW X BLOCK WOOD S.S. THUMBSCREW OR 3/8-0-160` LONG VIEWS LOCKING THUMBSCREW. ,n n HO LOCKING ROD AT INTERIOR FIXATION .085' - - r n n io q i� Off. oll 9 co - � JIL lO.875' SERRATED TUBE JO 1' SERRATED TUBE - .940' - - 1.750• `rF ' FLORIDA BUILDING CODE (Mon Y.lodty Nurrkon0 7a10) INSIDE ARM OUTSIDE ARM '*: No *4167 =_ Q30i0"""° "` ASSA / 88;nM H.V. MiAMA SHUTTER "' KO CAMEL BACK HINGE Xr: STATE OF I L E CO 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC.. INC. '�'wCOMPONENTS = �� 9¢= F10RIDP .mnwo•cNaxca.ro oow.e, uar1ACK narm MM- ♦[SfAll fACN.rL0lC�SCALE: 3/4' 1' � � S�O NG\���� ••,� ^y' + nt Noo)uf-t7w suu(xr)sa0 ago 20-166 Jj G-0OONt9 as r asp r ae r rr� s OUMMD w y� NA11E1"���� saicx w nwr+_P.C. nnaw tk N1s7 fnRT 2 a t A OR At C (CONT.) ®C/5,6 B (cONT.) �D/5,6 C (CON•) �C/5.6 A OR Al B (CONT.) ®D/5,6 (cCNr. 1M.) (cow.TTP.) — ---- D'/5,6 (2) 114xz"F.H. -- — -- — ' D'/5,6 (2) S.M.S.14.2" F.H. o o o o (4 o o o FRO FROM JAMB , 525.9 Yx5 F.H. , oll TO M J RAILEC S.S. S.M.S. _— _- - TO TOAMB P RNL� - --_- - - - 4r 'TI (2) /14x2"F.H. H- + S.S.S.M.S. L --_ — FROM JAMBE L. 1 - FROM JAMB(EZ TO TOP RAILQCj TO TOP RAIL C 2 1/8" Min. L _ 2 1/8' Min. 2 1/8•N'in. L •T "� 2 1/8" Min. _ _ T 8LkDE PENETRATION r 1 PENETRATION PENETRATION r- + - + 1. PENETRATION 4. F= _ 1 -4 N E -L. E N E + t E 0 r T + -,i w 1 42) /14x2' vI L - � o (2) }'14x2" - 4f -1 = F.H. S.S. $.MS •'- 7 _ FROM JAM'(Ei TO yWj I N FROM J^AI,IB Q TO r T t BLADE(AFi��CF111G'j 1 1 (2) d14x2• BIADE A CRH(�4Yy .-- t _._ + O MID EI F.H. SS S. S. F.H. S.S. S.M.s. w O MID HEIC + 1 J TO BRACE JAMB FROM JAMB L _� FROM JAMB QE TO v TO BRACE JAMB 1 .�. Z BLADE(A CR.� BLADE�02 L. �G. , O MID HEIGHT T N O BRACEMID JAMB TO BRACE JAMB J *- 1 Jl _1 a B/4 H + 1 swLAR �- L J, B/4 .+ 1 -�uxz'SH. r 1 (z)114xz"F.H. —-A/4 -A/4 �4` N ss.sr.s. B/4 I~ -i' SS.S.MS. - - - - .s.,•- - •:• IRON JAMB C � � FROM JIYIB� D� SIMILAR IL , -1 B/4 TO BOTTOM i ® ® RNL H D (cow-) H G 'I- (z) /uxz"F.H. G - "W" (SEE SCHEDULE; SHEET 7) -- "W" (SEE SCHEDULE, SHEET 7) W (SEE SCHEDULE, SHEET 7) •- (2) {)14x2" f.H.�F S.S.S.M.S. S.S. S.M.S. -:3-- --- �_•� FROM JAMB E, - 120" MOx. WIDTH - D/5,6 FROM JAMB© - .L xf TO BOTTOM RAIL D) TO BOTTOM f`•�"'} ' - °, C/5,6 WOOD SUBSTRATE ,D'/5.6 RAIL.�: H D H G G - W (SEE SCHEDULE, SHFE7 7) --- _..1T B'/4 C 5,6 D/5,6 B'/4 T T i s�rLJee / D'/5 6 ® r + --_® - + _ WOOD SUBSTRATE (z)A14x2'F.H. _/�4 +._A/4 -A/4—i /I{/ -I.(z) /,4Kz• F.H. S.S.S.M.S. S.S. S.M.S. FROM JAMB C L]. -. ._ .�. ...._____ •._ �_.._..._ FROM JANB`^ _I •- ---- --- ' ------ --• B'/4 TO BOOTTOM .Z'�a.---------- .__: __ •.•_ - To BOTTOM RAIL CJ B'/4 ' ------- _. ___. ) SIMILAR ® F - - ® , - "W" (SEE SCHEDULE SHEET 7) -- 'e(SEE SCHEDULE, SHEET 7) -- "W" (SEE SCHEDULE, SHEET 7) - (2) y14x2' F.H. 1 (2) Z14x2'F.H. G - S.S. S.M.& S.S. S.M.S. _ --- ---- 120'Mox. WIDTH FROM JAMB�1•' `-- - --- ----._. ' •FROM 5"(E, D/5,6 �, TO BOTTOM - _��-. ,�.�_�.__._ _ ---_-"- Ta BOTTOM RAILOO C 5,6 TO 111�„�z CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 CD G •_ 1V"HSEE SCHEDULE, SHEET 7) _ G ���A A:.r!1!%'�.y�ULTIPLE UNITS: CASES Ii & III C 5,6 D/5,6 FLORIDA BUILDING CODE (Non High Vokeity Hurricane Zone) / p'/5 g 1' a NG.44167 i 02M MTECO,INC. xP CONCRETE OR BERTHA CONCRETE BLOCK SUBSTRATE ?*; = ASSA / H.V. BAHAMA SHUTTER oMwH er SINGLE UNITS: CASE i '�� STATE OF /DATE ____.__- ,_ IL ECOINc. AMERICAN SH4265WEESTROADTEMS ASSOC., INC. oArc ELEVATIONS FOR INSTALLATIONS WITH �y��lo�7ll,'cc�S•�oR1uA..�`�F ;;ipiNo COMPANY WEST Mlll xrACH.naew 33w7 EXTERIOR LOCKING ROD H FIXATION '"I'lluxNA���NA•� °ICU=-�� FA.°(e.I,m.-e>e° ?0 16� N.T.S. f1D1elN uc./44151 --V MEET 3 Of 7 A OR Al o C (CONT.) C 5A.6A B oomt)',D/5A,6A C.(CONT.) 'C/50A A.OR�1 B (CONE) J®D/M ILA (CoNr.TAP.) ' / � (CONE. (2)#14x2" F.H. - I 1 D'/5A.6A (2) /T4x2" F.H. - • e ---- + D'/5&6A S.S. S.N.S. -- -- -- - ---� S.S. S.M.S. _ . _-.---- FROM JAMB , 2) /14x2" F.H. , I TO TOP RA l C �� -.._a ( -` �t -.____ (2)/14x2"F.H. � FROM JAMB TO TOP RAIL C II- S.S. S.M.S. ~- S.S. S.M.S. I-- FROM JAMBE (" '1 "} Ii FROM JAMB i ][(r 1 TO TOP RAIL �' + 'L' TO TOP RAIL(Cj r Y r T _ I' r 2 1/8" Min. L J... 2 1/8" Min. 2 1/8" Min. j 1 -J 2 1/8" Min. BLADE ~ 1, BLADE ^ BLADE BLADE r. •tt �_ T PENETRATION z PENETRATION PENETRATION PENETRATION 'F N E i - E N E II!�- r �� E o Ir- w it- + ; -i = �i c (2)/1+,Q" I._ 1i1 r2)/laxz N I I v FRCM stiJMB FF HS F TO �S�51,�Sro (z)Yux2' r (2)#14x2' 'n aAOE A t _ + SAX OR 3 1 �pp{T F.H.SS SAS .H SS.S S W O MO + - y T MD D To Ova JOAO WD _�D O MD F�GI Ir �� f N TD BRA •44MB r -,� TO Blva A" J r... EI/4A Itr + 1 SYIM L 1 _. B/4A I w t ; r 1 T A/ t (2)514x2'F-H. --- r "7I (2)/14x2'F.H. F- h------ --I� �4A A/ } � —'! 11- FROM F -I S.S.SNS. _ -..____.-.. __-. _ { ____ 8/414 L �4 o MoJAMB(j) •!• — �_� RNA , s•IxAR 6/4,4 TTOM RML(p, H (2) /14x2' F.H. !•• (2) 114x2-F.H. G - "W" (SEE SCHEDULE, SHEET 7) -- "W' (SEE SCHEDULE, SHEET 7) -- "W" (SEE SCHEDULE. SHEET 7} _ _ S.S.S.M.S- 120" Max. WIDTH C S.S. S.M.S. - --' ..a""""_ FROM JAMB - D/5A,6A FROpM y ® --- --- _H_ T_—* _ '=` --- To Ba-TOM�L O• C/`.lA.6A %D'/5Ax6A TO D WOOD SURAJBSTRATE G G L. 'Y(SEE SCHEDULE. SHEET 7) D/5A,6A B'/4A '�. _ T -- - T f sBir/AR� IV'C/5A,6A C'�D'/5A,6A WOOD SUBSTRATE (2)�1�F.H. + q/4A N4 .+- JtL/ (�/14x2- F.H. 5.5.S.M.S. _ �s-- -. _ .._ SS. S.M.S. B� TOOMTda� '. 1 _—.a. -- - _... --- - .. - i— --- FROM JAMB ----- BQ _ - -_--- ----. .__ TO BOTTOM RAIL QD B'/4A r �! SIM� RN: H D (cow.) H ® H --�� ® G - -W" (SEE SCHEDULE, SHEET 7) (,' (2) �!14x2" F.H. (.., .a (2)i14x2'F.H. "W" (SEE SCHEDULE, SHEET 7) --- 'W' (SEE SCHEDULE, SHEET 7) •- SFRS. S.JANB E ._"__` SAS,S.M.S. _ 120" Max. WIDTH •- - ---- / TO BOTTOM ___ _ .. . - _ _ _-_ _. - r•TO BOTFOML'JD C 6A iD RAIL J O H `— / CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A D H G �IIllpteu,, MULTIPLE UNITS: CASES II & III G _ "W" (SEE SCHEDULE. SHEET 7) •_ ��� Ai b .:.,.4t C/5A,6A �,D/ �� , 1�:' �CEN FLORIDA BUILDING CODE on High Ydodty Hurtkane SF CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A'� a No.44167 ©moo ASSA/ BERM H.V. BAHAMA SHUTTER o„A;M., SINGLE UNITS: CASE I * _ IL E C O INC. AMERIGW SHUTTER SYSTEMS ASSOC., INC. "a'° STATE OF as�slo p a„�,,,,o�,,,,,, 4m.or.ows cow ELEVATIONS FOR INSTALLATIONS WITH �, $�., �coR,oP � .x«. (�',.0> 20-1N INTERIOR LOCKING ROD H FIXATION /� �•,,Fss/oNA� N���� ` E a. „-- .• ';. �— .. 090a7 CONCRETE HOLLOW BLOCK. REQUIRED O CORNER (TYPO S' - 2'x 4"WOOD STUDS REQUIRED O CORNER (Typ.) 3"FOR TAPCONS -y -3 1/2' FOR SOLID-S-' :.- 2-MR. E•D•' (2) 1/4-0 TAPCONS OR Min. E.D. `�• (2) 1/4"9x3/4"ALL POINTS SOLID-SET OR A oR ® '•.r (2) 1/4"0 PANEL MATE INSERT i E W/ INTERIOR WEB O W/ INTERIOR WEB I" NOTCHED AT (4) 3/16"9 (BLADE TYP-) NOTCHED AT --, .-+•, !-1 _ BOTTOM RAIL& ALUMINUM BOTTOM RAIL�� -• - -_ -�---' POP RIVETS 5/16-x2-SLOT BACK h FRONT 5/16'x2"SLOT _ - .•.�.r;.}•1•: �''LL�::.:Tr f.i'.: , CONS _ f--__-' •S- ---"- --_' - = - r- -- - -'-----1 (3) 1/4-M T1 7/16'OF' ANELMATE G - --- - - - -- - ---'_--- - ---•'- - -_ _ _--� Tk5EK15 TO wow (2) )14x2' FH. S.S. S.M.S. - - t------ -----'------ _--- - i 1====__------"---- _ -_____�� (2) #14x2- FH S.S. S.M.S. FROM JAMB�TO BOTTOM RNL® - _ — .--- --__ -- E FROM JAMB OTO BOTTOM RNL + (2) 14x2" F.H. S.S. S S. E 2 1/4'am ®W/WEB - -GLQF PPENErnlntx+' ( ) FROM JAMB(PTO BLADE�OR® aI -lv� _ _ FROM JAMB 2• t0 BLADE Qq OR NOTCHED AT O MID HEIGHTTO BRACE JAMB '- 4'THUMBSCREW LOCATION - BOTTOM PAL'D' SECTION A—A COW 4.1NUMIIscRTr�� a MID HEIGHTTO BRACE JAMB A SECTION B'—B' PN SECTION B—B (2) #14x2" F.H. SULF:3/a' > I' ,A)QR ®(2) /14x2" F.H. w/ INTERIOR WEB (D S.S. S.M.S. (��np) S.S. S.M.S. E W/ INTERIOR WEB 2"x 4"WOOD CONCRETE HOLLOW BLOCN NOTCHED AT © �W/WEB AT REQUIRED O CORNER(TyT; ED BOTTOM RAL pO�n JAMB RAIL QD NNOttOM HEDRAIL® F`. TO BOTTOM RAIL C- BOT70MFROM JAMB(E) DRAIL G 0�ER(Ty E H 2,/e tin. ! IMAM L" ' H}'1iA0E PWETRATIGN I I RN Tom' IG I/4"h20 S.S." '-5/IB''z2' t:.. .. .• /.. .. .. .... ..5/18 x2. - zt'LONG - SLOT i (4ALWMUM' • ., 1/4'e-20 S.S. .SLOT:. O, g• THUMBSCREW.' 1'• '• ' -I" LONG . T) 4*THUMIS07E51 .. > .. ..�K FROor',... •.CANT j ,' ? THUMBSCREW. :2 i,ra L._ .. J _.'(2) 1/4-0 TAPCONS OR •• {I - (3J)) //4'11 TAPCONS'OR•''.. 2) 1fI'8z3/4"ALL POINTS .. + `'PANELMATE LNSER S TO WOOD. SRD^SET PANEL.MATE INSERT �I 1 ' . . �. - r•1 .. _. - Wolf 110111/T''� ELEVATIONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ENSF' ��'', 02wTLIM.INC. NP SCALE:3/B'- ,• _— I ASSA / BERTHA H.V. BANAMA SHUTTER Dw"9, No.44167 = f- 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. aTE STATE OF � � *,wT TESTING a ENGINEERING COMPANY 42H9 Wr9WMADS GRIY[ -a _- h..Nc9a naM,9.n..t' WEST PM HEACN,FLOROA aN0) �0- BOftlem IB �'. �• '•a' .- ....: „_ PH:(aIwW2-2m4 FAY:(seOzo9-A1eG %,mac'•. 10 R lOP .ty� .-Na2:19eKxe.d.�.n w s s S�ON LF� wn�"nwo"A f ulsiE. SHEET .a uauul CONCRETE HOLLOW BLOCK •�,,: �� REQUIRED O CORNER (Typ.) 2-x 4-WOOD " � - STUDS REQUIRED ;:'•� { O CORNER (Typ.) 3" FOR TAPCONS I 73 1/2• FOR SOLID-S, - 2-Vin.�E.D. I (2) 1/4"0 TAPCONS OR Min. E.D. (2) 1/4"00/4'ALL POINTS i `•"y SOIJD-SET OR AA (2) 1/4.0 PANEL MATE INSERT E W/ INTERIOR WEB �'-)OR (�}W/ INTERIOR WEB NOTCHED AT (4)3/16-e M � ATE •) NOTCHED AT BOTTOM RAIL v ALPopUWAIM BOTTOM RAIL® -• BACK O FROM'_ S1"x2- SLOTH _.------ (3) 1/4'e TAPCOHS OR r------ --- -_=---- r --- --- .—————— --- -- 1 _ TE INSERTS TO WOOD x , ,(2) /14x2- F.H. S.S. S.M.S. L_---- _--• ---_ I (2) 4x2" F.H. S.S. S.M.S. FROM JAMB®TO BOTTOM RAIL =_=----' --"--'4--'1---- --- - -- =--- - r------ -- FROM JAMB®'.O BOTTOM RAILQD _ —J + (2) #142- F.H. S.S. S.M.S. E` OW/WEB _—t,/r18.•. _ E + (2) #14x2- F.H. S.S. SMS. FROM JAMB Cd TO BLADE Q OR®_ 10•THUMBSCREW LOCATION NOTCHED AT � R�°E"E'""7101 FROM JAMB(T TO BLADE(�OR BOTTOM RAIL(g La or ne111utATw Laonxxl -O MID HEIGHT TO BRACE JAMB O MID HEC Tf TO BRACE JAMB SECTION B'—B' SECTION A—A coNr. Piero SECTION B—B (2) N14x2" F.H. sous:3/a-- 1- A-OR (2) /14x2" F.H. TF W/ INTERIOR WEB S.S. S.M.S. ® E W/ INTERIOR WEB CONCRETE HOLLOW BLOCK _ NOTCHED AT W/WEB (gAz TyP) S.S. S.M.S. NOTCHED AT E 2' x 4"W000 REOUIRED O CORNER(Typ.) BOTTOM RAIL Q FROM•�OE NOTCHED AT FROM JAMB© BOTTOM RAIL� .6.5'.625" STUDS REQUIRED TO BOTTOM RAIL�D BOTTOM RAIL V6 F TO BOTTOM RAtl OD O CORNER (Typ.) I 'o• . �. • <+Q `I'euoE'PEErEr�MN" _ .SLOT 'x2' "1i it 5 /1 -x2• ',aAet lPOElaA7xr-{I r 1 �• SLC — R 1 771 .. _ (4) 3/160 1/4"0-20 SS. III"LONG' .. . I' •.:: ALUMINUTA .:.CONf. BACK FRO .�'• "XI ..�.:.• •• POP RIVETS. .. XI LONG LONG ._. & NT'' toarinx- - r ala Inanail', '-(2) 1%4-r.TAP00N5 OR .' .• - .. (3) 1/4•0 TAPCONS OR •.:: .. (2 1/4-OK3/4-ALL POMS r _ .. :•'(3) LMATE I i IM T SET OR PPANELMATE INSERTS TO WOOD 12) 1/4"o f Mm INSERT /. FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) 3 •'.\yEN p2020 TNTE�U.plt. up V j= srwLs: 1/e - , ,INC. -.-, ASSA / BIWTHA H.V. BANANA SHUTTER oAleW w No-4416T �r= — * IL E C O INc. AMERICAN SHUT=SYSTEMS Assoc.. INC.' 'a *' gTATE OF _ T T TesnNo R EN01NELaNG C04PANT �_�ML3"°A0S D0^T ..aw}}.... ea ra/r woos.nasA asrr NEST PALM BEACH.FLORIDA 334M Y '� %.r Ae,%-exr A•:prxr.-rp, (80U)432-2204 FAx:(561)202-e380 I 20-1 N O F�oaoP57111� a► nn : esrs OMAO Ib Sr LTERa n�aa 44587E r•-ra ''� MOB T ♦ I: " 1 'rllllll111111 RDW MF.oER wow 1FADER REOIIalED ... REQUIRED WOOD NFAOER f' Ii jj TAPCONS I/{". REQUIRED I::s (SEE SCNEDUIE 91EET)) —1/4.4 TAPCONS T (SEE SCHEDULE SHEET 2) 1/4'0 iAPCIX6 (SEE SOIEDUIF SHEET)) 11 g E.nt. � .g cRAt. g CON1. I i C .-�.,<�• � I \\� - / F.N S.S.S.M.S. p S'LPOP RWES d 14.2'F.N. BACK!FRN FROM JAMB(D S.S.S.M.S. TO TOP PAIL 1,C) FROM JAMB CHL�TO TOP RA A. R/NE8 ®I"IDIIIIIIIII vu 1 I t~1 r E NRIa011 NEB O TOP RAL� \TOP OR� �:::. \ NOTCHM TOP ox T RAL Nan.SEPAR — OR To cuss C \ Me I) A I-(SEOR SNCSTLIT1Eot A OR ® +, \ ,"`•I I \ r. \ (lYR) GtASO6—I I \ E (2)I74.2'F H.5.5.S.AI FROM JAMB T TO HARE OR I I II O LAD HEIGHT TO BRACE® (2)/4¢'F.N.S.S.S.M.S.Al ON, TD BEADE DR® (TYP.) \ \ HE1CT0 BRAC 1 )) 'A I E cRnl. \ A3 OR r/-�� I (ONLY FOR S'NCIL I .250'MAK. JI V� CR O F w„L 1 �I°•\ \ ".ek. - (Olr'iR IAAIRE UIlIS) 1' 1/4'P-30 BOLT t/IRR MOfGCD ATE INTERIOR E (3)3/16'0 A— Fro _ BOTTOM RM� . POP aIVEI" \���•) t1A• I F R/NER / \ �4 +/{'0-20 BOLT W/NUi "\ �` NOTCHED AT © .11�A 7 BOTTOM RN.(D� \ ROOD PLAIE,., WOD 1 I �•. O / ,J •EA01 JAMB AYNW W ;� / LOCATION A� i!I n0`EACH —a: \ BR.' B�RON- _ ! ,'\ _ '1 , J�EDG,KR �\ \ �; I `•• i/.•.-zo r1uMe scNEw oN ct. (z)pat'F.N. r 1 ' ' � .I/•'.-2o TNuue sclNw D' SS.S.M.S. '' ' 'j \ D FROM JMIB 'r i , 1/4'R-20 BOLT N/N Nli TO BOTTOM L� 61. C.nt I ' 1/4"A-2D W:T W/MWNUi (S.S.S.M.S. I14.2'F.H. _ (3)1/4'4 TAPcoas OR(J)1/4•a 1 7/1 a• -- FROM,YWB'�Pv, WOOD S D O -PANELWTE N6ERTS TO SrW(MIDNIDTN 01 (3)I/4.0 TAPCONS OR(3)1/4'0.1 2/16- TO BOTTOM RNL<D 24'0.C.YAM. WOCO sND O STUD.2'MIN.NOUNAL) - PANEWATE INSERTS TO SKID(YOWO.OF REQURED 24'O C MAX NODD STUD O S D.2•YN.wOMNAL) . . . C O H SEC C - C aeaEo E 24*0.C.. (WALLALL MOUNT) ou (WALL MOUNT) ALTERNATE SECTION D,_-Q HURRICANE POSITION NON HURRICANE POSITION (WALL MOUNT)NON HURRICANE POSITION SCALE:J/B'_ SCALE:3/8'- I' `yyyy✓IjIlU11111I{){yJTA SCALE:3/6". I" P v FLORIDA BUILDING CODE (Non High Veioc4 HMrr(cone Zone) CONNECTION TO WOOD W/ EXTERIOR �' L�CENSF ' ��� 02020 TETECO,Inc. _ ASSA / BERTHA H.V. BAHAMA SHUTTER cRAIrrPi LOCKING-ROD H FIXATION - No.44167 INE. + BY AMERICAN SHUTTER SYSTEMS ASSOC., INC.1 '"D'ATE 0DATESTATE OF42"WESTROWM PALM BEACH,rLORIQA 334021745A';.F<GRIDP.•���� �.�p�j�KKeby PIT:(N00)43E-2204 FAX,(561)2o3-amo 20-168 y'4AiSS,�NAL ���`` NAfmq F�w 00067:1191`- Ya` m �. m.. ARA uaww w nuI 3R(!T s ar of::)afi �..._ W000I1FAGER . REQUIRED W1DOD MFAOER •' L�- REOIARED ... 11mULE SHEET>) 1/4'4 TAPCUMS SC (SEE SCHEDULE STET 7) 1/4'0 TAPCONS � ! I •_� (SEE SCHEDULE SHEET-1) NNN G°^I - Q•i++i� -8 Cord. .13 (4)3/16"0 _ 014.2-F.N. - ALUMINUM \ SS.S.M.S. Y74.2"F.H. Bach M MONT?''. _..•- - r POP IevErs FROM JAMB S.S.S.M.S. y TO TOP RAR0C, \ FROM JAMB(FF •' 4^ I \ TO TOP RNL C \ F W/WEB E 1NTEIWR WEB NOTCHED `\ Y0701E0 \ d\E PIIERIOR NEe Y, RNL D� RML� '�CRG♦T W.SEPARATION TaO �' 1• ` j— (SEE SCHEDULE \ A.OR SKEET 7) A OR E (2)Y14y2"F.H.O 5.5. `. FROM JAYS(�T BLADE GR MID NEIGM TO BRACE JIIIB t\ ,. (2)/14v2•FH.S.S. S.Y.S. } mTt \ FROM JAMB TO BLADE A OR OR >?\ O YID HEIGHT TO BRACE JAMB Q I �+2 O \ A can. \ ?', as f (OILY FOR SN LE UYTS) \ \ (TYP) \ F Cont. {{ Si ': CR ( 1 E INTERIOR Wm hw (anY FOR YIR1p1E uYls) 1/1'a-TO BOLT w/NLG BOTTOM AT ' .., u)3/��rs BOTTOM RAIL -. I NDTG Ep®7 I 1/4 O-2e eQT w/AA11 E INTERIOR WEB f NOTCHED AT EDTTDY RA<J { \ ! / BOTTOM RAk(D .TSO'YAz W • , O ALU F/ O ! JAMB f IC POP RvETS •UM .. 1 o EIC11 JAYS_\ \ EACH A moNr D. �- i /4Y-YO 7MI111I SCREW can. �. ` , r 1/4'0-20 THUMB SCREW \ Yt4.T'F.H. I ( I: \Y D. 1 9.$.S.M.S. Gall. FROM JAMB:�1 I �ry N y 2'.4" 1/4•P-20 BOLT W/WNONUr TO BOTTOY IL LOI L -k�,,;,,,"�`• it Canl. w000 '/4"4-20 BOLT W/NMNCNUT (2)Y14.2"F.H. FLATES.S.S.M.S. �Q'0 _�___._ (PAHMMICIE 3) R403 TO STUD (MMWIRDM/OF6• I 1 U) 4Y TAPCONS CR(3)I/a`.n 1 7/16' TTO BOTTOMS A, v ( L.. _PA IT HATE NSERTS To STUD(YIMDTH O WOOD STUD O - • SRD.Y YN M01ML) WOOp STUD O ,.• ST:' L'MR.NOMINAL) REQUIRED CC W C.C.VAX. SECTION D — D REOuRED (WALL MOUNT) ALTERNATE SECTION D'—D' I � M NON HURRICANE POSITION _`AvfC��'/ry�G, NON HURRICANE POSITION T SCALE'3/B•- ,• \P� ..••. SCAM:3/8•_ 1• \�GEN3F •P 's WDOD STUD o FLORIDA BUILDING CODE (Non Nigh Velocity NWFkC a Zane) 24'0.C.LIA%. �C^ No.44167 = 0 0 TM1EO0• ASSA / BERTHA H.V. BAHAMA SHUTTER MP yb.�!YLL..Y__ [ * .k �' -- OWWR SY (WALL MOUNT) CONNECTION TO WOOD Wf ALTERNATE fl STATE OF 2' 1L E C 0 Inc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. '/;�rz HURRICANE POSITION INTERIOR °"9 SCALE:3/e - , LOCKING ROD HFIXATION -,,,o�' FCORioa.. a TESTING 4 ENGINEERING cGYPANY u6S wESFROAOS ORNE T A.--' _:a`mi` .�.. rt1au.w1Y WEST PALM READ/.FLORIDA 33407 Fss••••••••�\G PH:(000 42-2204 FAA:(SI7)TOR-s3W 20-165 N Al AAIA\ .-moBG-OO a� oeAAa No //I/111111111A1 WALTER A RUlT Jr.,P.E. 410 n-Is ROINA I1G 44167 71[LE SA Oi 7 ISEER TAPCON$CONCRETE / 1/E'0 TAPCONSCONORLTEBLOD<KMER E RE (SEE S KEMET LE ON SFR,ET J) (SEE SCHEDULE (SE tAPCONi •B Cent. ON SHEET O J B'Canl. 5 )ON Sim 7 _ . ci C I (A11JWNWa POP RIVETS S.S.S.M.S. /11a2'F.H. FROM JAMB S.S.S.M.S. BALK!FRDNT I - - TO TOP RAIL-CC \ FROM JAMB W TOP R,vLC I.� F W/WEB NOTCHEDy \ • - E NfD00a/�jM® j _ TOP RA vD /.T'� `\TM RAIL U ) `� N01T3,m W® CONCRETE OR \. \ TOP RAI8 Mn.T� AKRUE BLo«-1 `, A OR ® =KRE7T o \(� ;\ A I (sEe xHmu E A.OR ® MALL REWRED \\ (T-) coxcRrrt e oa I \ SHEET 7) �\ WA REO.M EXISTING I X CLASS- \,r \ � ti ;� \ A `� (2)IN>c2'�F±H�' 5.5.S.Y.S. -,� FROM JAMB W TO BLADE(29 OR(� O MID HEICHi 70 BRACE JAMB \. _ (2)/I4x2"FH.5.5 S.M.S. I1 I ® ' \,_`• - '\ FROM JAMB TO BLADE(A)OR(g O MIT)HEIOHF TO BRACE JAMB (dLr F»R mAaE INRs, rya .250•MAX.CAP , F Cent. al" • \ — ® OR (oar FOR IAARRE LWM) 1/4•0-20[OAT yNur (2)s/ s POP RNETS _ _- gyp.) 1/4'0-20 BOLT W/Nur `FMOli7m� [MIE1[OW eEe _ 0 OR CONCRETE OR G K CONCRETE eLouc (a)s/16'e �e EACH JAMB " REWIRED ALuMNw i LOCATION J \ POP RWETS r - O EACH JAMB\ C aAci,a FROM r LOCATION a. y ..1/a'E-zo iINMB SCJEflI cone. �` x _ � 1/rE-20 muwe salEw \ ^ / ) � � ' 5.5.15 M.5-i.H I Y C-L I `- I FROM JAMB Ib I D .-20 BOLT r/r+NCNur TO BOTTOM RAIL' I �O 1/4.e_20 BOLT W/WINCNUT (z)/1E 'F �. 1/A'F TAPCONs OR S.M.SX2. .H. L_ i t/i W/A'Fit POINT SOLO-SET OT (2)I/s'W TAPCONS OR FROM JAMB(Q ^' 7/15'PAMELMATE NSOM L—V•`• _ (2)1/AY..T/I'ALL POW5(R1D-SET OR TO BOTTOM RAILv (2)1/4'ht 7/16'PANCLIHTE NSEMS SECTION C — C SECTION D — D (WALL MOUNT) (WALL MOUNT) ALTERNATE SECTION D=D, HURRICANE POSMN NON HURRICANE POSITION )) (WALL MOUNT) SCALE:3/8'- 1' AA�r. II�IIIyl���7j�7 NON HURRICANE POSITION r j SCALE 3/a'e CG ...:.... /T°'.� SCALE: 3/8 FLORIDA BUILDING CODE (Non High VWocny Nunfwne Zone) ©20n nLTEco.INC. M P No.44167 7:ER�ICMAN BERTHA H.v. 114W ► SHurrERCONNECTION TO CONCRETE OR CONCRET RI OCK °RAW""I L E� C O /z/2o2D W/ EXTERIOR LOCKING ROD H FIXATION � STATE OF )Nc. SHUTTER SYSTEMS ASSOC., INC. —DATE TIWT TES7IMO a NGINEEa1NG COMPANY 421M WESTFAMM ONVE ��� •F�0R10P..���`� fA,¢l tee"" s,t„i WEST PMM TIFACN,noIRUA 33407 _ PH:WEST FA:(MT)209-83oo 20-188 n��;;;;;,�+ `` ` w.a Ea w4nw 719 FP.E ;q ..F �.N� DTuwNe N. EwRTOA Lk. l6187 -ET 6 of 7 CCONCRETE OR E BLOCK HEADER REDUIRFD 1/4'0 TAPCONS 1/4'.TAPCONS SHEET HE / (SEE SCHEDULE, (SEE SCHEDULE. I/{'.TAPCONS S B COM SHEET 7) Pa SN7EDIAE, ' • ") `'H..'"Y..�.�"H'„"�) - , "-�61R. SHEET 7) ,:B l.•nl C ^� C C J/'a•• ( /14 2 F.H. _AUMNUY S.S.SMS. /1AY2•F.N. POP RiVE}5 FROM JAYS S.S.S.M.S. f BACY a FRONT \, \ TO TOP RAIL(Cj FROM JAMB 1 \� \ 70 TOP RAIL li I� F W/WEB E INTERIOR MER OP �T NOTCHED E INTERIOR WEB RAIL(D. TOP RYL(C TOICNW AT Mtn.SEPARATION OOl1ORETE on A \iCP RAR/c TO GLASS I, - mrNrnpe wecR ` J� ® CON�ET[E6�LOfOJRt �\\\, u l \ A)OR (ems m 7EDU)E. � _ I` A OR ® wvi REaI�FED \ )E WALL REWIRED ErISTWG - � \ EE /11A F N.SS.S.Y. FIFOY JNB C�TO BLApE/�i OR •Me HEIGHT TO BRACE JAMB 1, II O 'y A, # (2)I74A2' $JI,$. FROM JAMB TO SAL- Al OR A O LOD HEr.NT TO e OR A i :! ow wR SCE u,S) r court. 'Ig _ [ OR A (ONLY FOR MULTIPLE uxrs) 1/4•0-20 eOLr w/Hur yF(�pE 'Eq M 3J'1Vf j \ \\ (2yp•) F w/was 1/4'FEe eqT p/lyF \I E INTERIOR WEB i NOTCHED AT .\. j' NOTCHED AT BOTTOM RNL� 1 \ S \ .) BOTTOM RNLQ ' \ .250'ION(.C1P (4) /lea'• - ) �j.Ei1LH nMe Q. , K 1 ALMLOG DN POP RIVETS& a EACH 1 B�.\ \\ _ F BACK h FRONT ' - `., i-_ _ J LOCATION �: •� 1/f'.-2O THUMB SCREW Cunt. I �1/1'0-20 MINNB SCREW' \\ !!! O (2)I1♦.2-F.N. `" S.S.S.M.S. .O G \ D CONCRETE OR _ •20 BOLT w/MNGNUi TO JAMBE D �Oj ,i i' Cont. C RE ELMQUUMD ^ (2)1/s-.TAPOONS 011 BOLT W/NtTNGNUT (FROM.M.SJAN6 F.H. S S S.Y.S.® CO.— (2)1/a'..7/$'Aly pOIM SOUO-SET OR R I/A'.TAPCONS OR TO BOTTOM PAL C (2)1/A'thl 7/16'PANELUMTE SUM '" (2 1/A'.AI/W ALL POINT SOLD-SET OR 1 C2 1/4'.AI 7/16'PANELLATE RNSERR SECTION D — D ALTERNATE SECTION D'—(wal.i MOUNT) __D.- NON HURRICANE 3/8' POSITION "o���II)I II(�ZI �� NON HURRICANE POSITION (WALL MOUNT) SECTION C — C P '/ (WALL MOUNT) `�. Q` d SCALE:3/a'- 1' HURRICANE POSITION S\.••' \\CENs,,*-.: s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCALE:3/8 1 N0. 44167 = ©=o TILTECO.INC. ASSA / BERTHA H.V. BAHAMA SHUTTER ORAYiFPi r CONNECTION TO CONCRET OR CONCRETE BLOCK - `-- ------- �f STATE OF 1 E C O lMa !AMERICAN SHUTTER SYSTEMS ASSOC., INC. /wT�E20 W/ INTERIOR LOCKING RO H FIXATION /( �'o F/ s* ..� a ENGINEERING COMPANY 1266 W6TROAOS DR VE `GRID A a WEST PALM BFMOt,FLUWIDA 33No7 nr�� lSr�:taPr14to�i1MM72-2.Rs It�s6l):OYIassl ew1Bw MRLO t R/ 4 6P7 F >p�E7 NN eF 7 SCHEDULE#1 MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH"W"(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE-UNITS ELEVATION MULTIP-LE_UNITS ELEYATIONS 9_,$', ,� WALL MOUNT `B`r.�c� WALL MOUNT 6 CASE H WALL MOUNT BAHAMA SHUTTER I J ELEVATIONS �..—.ty �OUBLE '_' —} • TRIPLE UNITS:: 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.) +45.0 , -55.0 42" 96" N/A 4 5/8" ii & III +45.0 , -50.0 40" 70" O 3 5/8' SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES.; FOR SINGLE(CASE 1)&MULTIPLE(CASES II&111)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.O. SUBSTRATE CASE DESIGN PRESSURE POURED CONCRETE RATING WOOD OR (P.S.f.) SOUTHERN PINE No.2 CONCRETE BLOCK +45.0 -55.0 12" 7 1/2" II & III +45.0 -50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non Nqn Vewty Nuffwm Zom) Nf 111 INp �•Q. .......... . \CENS �''. ©xata mmo.ac. r.v ASSA / BERTHA H.V. BM•IAMA SHUTTER t orax n IL E C O INe. AMERICAN SHUTTER SYSTEMS ASSOC., INC.I am No.44167 = % 4M a� ms Tao 00W TO * = UT TEMNO a EN MMMS CaAPAxv .�auw na.o.sw� _ o..a..... ..m. m«* ... pqm- p.w-:«, na pao)au-am. /A><ca.iBa-arw STATE OF Q u-oia�" WALTO 0 REVISIONS W _--- -----—— '— _ _ ------- fir_ -_ — __��-=_� 0'W-12MAX. W M -- 1 ------ --- - - H-70"MAX. Z V wmwmAx _ N-7G'MAX FBC2020-7THEDITION W M 1-0 160 MPH w o , EXPOSURE: D a v ' H=ss MAX CATEGORY: II y m ROOF HEIGHT: <30' Q d W " SEE NOTE ART'E'(SEE FL8823 RBI Z pNiT•n•($EE F1853�RO) w FL8523_RBl FA'(SEE fL8623 R81 W co 0 tf W Z Q ` w a H T� MI i N a ti 111111111// NOTES: D K. 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8523 R8.THIS DETAIL IS SUPPLEMENTAL. ��� •��•� Q 2. SEE FL8523_R8 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AND �� • p �I A LIST OF ALL MATERIALS. �(/ ••Ai"a rtoate�f�:~• 3. SEE FL8523_RB EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUMz per7me PANEL SIZES, *, _ No. y 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE"HURRICANE POSITION". 5. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1885,ASTM E.1996,ASTM E-330,AND ASCE 7-16. • 6. TYPE OF EYEBOLTS THAT MAY BE USED:6.1. 5/18"0 LAG STYLE WITH 31W LEAD TYPE,SPREADER INSERT WITH MINIMUM 2'EMBEDMENT INTO CONCRETE OR CMU spy.OF .! �R CC 6.2. 5/16"0 SHOULDER STYLE EYEBOLT DOWEL AND EPDXY MINIMUM W EMBEDMENT INTO CONCRETE OR CMU. i O • .A 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 gH9gTt1 BAHAMA SHUTTER ALTERNATE LOCKDOWN ATTACHMENT METHOD S-1 04/02/21