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HomeMy WebLinkAboutProduct Approval HUGHES RESIDENCE 25 SOVEREIGN WAY File Copy FT. PIERCE, FL 34949 OPENING WIDTH HEIGHT # 1 52" 55.25" #2 52" 55.25" #3 30" 41.5" #4 52" 41.5" #5 75" 52.25" #6 30" 41.5" #7 3" 41.5" i HUGHES RESIDENCE 25 SOVEREIGN WAY FT. PIERCE, FL 34949 -`ilea REAR � I FRONT 11=21 Florida Building Code Online ra-. N+•..ht+I BC15 Home Lop In User Registration Hot Topics Submit Surcha•ge Slats&Facts Publications Ca FbncL, Ile dopr 01 Product Approval 0OD USER:Public User REVIEW v F�6®/ Proauct a�orow!My u•>Protluct or Aipihcatio_ g q��>6p.Wkatlon L-st>Application Detail CODE COMPLIANCE FL# FL8523-RB ST. LUCIE COUNTY Application Type Revision Code Version 2 k)BOC C�l�� Application Status Re-Ae-A pply 66G 1 Comments condtional-reapp 112 16/20 Archived y / Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@edsternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory 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.Tllllt Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence r`:t6�23 Kt3 Ct)1 ASsA- 'r�l Pa( 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 www.fioridabuilding org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvjJC6u0EmpYhCjgKa470LYE033B5NWbg0%3d 1/2 1I5i2Q21 wlorida Building Code Online Product Approval Method Method 1 Option 0 Data Submitted 10/28/2020 Date Validatad Date POfitllho FBC approval 12/1512020 Summaryf.a1.Products ftL# Modal, ..� ,won _...._..._._....... _.._ . ..._._.. ,. _____.__ .� _ ..1 Number or name an.1 Bertha HV 1 Extruded aluminum blades assembled together and retained by jambs/headers to provide Bahama Shutter I Hurricane Protection. (Non-HVHZ) Drawing Number 17-•109 Limits of Use Installation Instructions Approved for use in I P. _S_23 R8 lY fIEE:TI�A HV t1t�_ it !x„ACJ _9LL�iC%Af<L1tiaTRUCY7QN�.NOW WVIAz.Wr NYN&No Verified By:American Test lab of South Florida,Inc. Approved for use outside Created by Independent Third Party,.Yes MMZ;Yes ;Evaluation Repnits Impact R"Istant-Yes BMA $(f ALAS PE_! M+�.ssdr, Design Pressure.N/A Created by Independent Third Party:Yes Oder[Large missile level i "D"t Wind Zone 1,2 and 3, Max.width Is 42"and Max. t height Is 96"for+45,-55 i p.s.f.ASO design load,Max. I width Is tar and Max,height Is 70"for+45,-50 p.s.f. i :;288/Blair Stone Read,,,Ialla►y-^stop Fr a9399 Phenn:N5t1 q87-1814 The State or Florida is an ANEW employer egffit 7ght 2nn7.2nt3 State of Ftorldn.::vs,�acv s atement::n,�ss;b�litr Sra4arrtant::ri„q�i�,d.Srdtement Under Har da law,email addresses are ppublic retards.If you do not want your e-mail address reetased in response to a public-rr cards request,do not sane[electronic matt to this entity.Instead,ca sW the X.by phone or by traditional mail.If you have any questions,please contact 850,487.1385.'pursuant to section 455,275(t), ?[ands Statutes,effective October 1.2012,license"licensed under Chapter 05,F.G.must provide the vepartmarit with an ernati addtaes if they have ontr.She ernalls provided they be used for official communication with the licensee.However emall addresses are public record.If you do not Wish to supply a personal address,please provide the oepalrment with an amen address which cart be made eyallable to the public,lb determine it You are a licensee under Chapter 4S5.F.S.,plaass dint hen:.• Product AplirevalAmptst rr �u�iia�suG!>iv3arw www.flo6dabuDding.org/pripr app dti.aspx?param-wGEVXQwtDgvjJC6uOErnpYhCigKa47CLYE0338SNWba0^/�a GENERAL NOTES: 1. 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 EDITION)OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"/-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 0.1, B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 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 SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS 8, 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 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC70R 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 ksl MINIMUM (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR PERMIT IS APPLIED TO. 1 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 11. SHUTTER'S MANUFACTURER LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT 90 ks1 TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME ©,QD OROIN ACCORDANCE WITH SECTION 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 ksi 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) 7NI5 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 (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.D. - 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 NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". THIS A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) MEANS PRODUCT 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 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, (13) 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 & (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"00 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. A. T/��AE�wuTHT111 144 �.,, 7NI5 DRAWING SHALL ONLY BE USED TO Q�' •.j✓�%� OBTAIN PERMITS IN THE STATE OF FLORDA B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR CONCRETE HOLLOW BLOCK SHALL BE 1 1/4 F = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone No. 44167 0.2) MINIMUM EMBEDMENT OF 1/4"Ox3/4" ALL POINTS SOLED-SET ANCHORS INTO POURED :*� _ ©2ozD nETEco,OIC. * _ ASSA / BERTHA H.V. BAHAMA SHUTTERDIA-By CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY = t - -- - -"-------- -', {�.-____ EMBEDDED. STATE OF 'DATE' EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE '•F�ORO, 1�'� E C 0�Ne. ;AMERICAN SHUTTER SYSTEMS ASSOC„ INC. DATE IT TESTING a ENOINEEMING COMPANY 426e WESTROADS DRIVE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. �i S G�, ": wooer nnAR.aw! WEST PALM BG RI CM,RODA 3a 1 '�•,,��;�NA�I�NEAA`A :' tin.�eoa«" -,�, Px:(m)432-u04 EAx:(561)2D9-aw 20-166 cA-000aTls ATAr WALTEP A nLLR Y..P.E. AO I.-.a -ry/Tm LI[ET 1 d T FLOP, i .302" ,AS� - R.033' 0ji- I ! h .2 - 2.330" 0 625" OAS. i ( 030) - ,125 6• - _N .le .078" _ .119 _ .119 . -- n 1 I / o b .39i1s In in I n1 i 1 1- •41 a y� „ - -.071" �. S. (TYP.) t { 1 1 __-_�i n - •- n Q•• ri � Q I 1 1 2S 1.825" - 1.700` - cos, R aSS" N �� n 2.000' - z.tzs' (t.ozo) _ 1a'a'- ) ° 1 m 2.972" 't- 1 .� I I n r - .324' p 1 LOUVER Al HIGH VISIBILITY O M 1.820•—�! - 1.R20• QUA BLADE LOUVER BLADE I 1 60634 lum. AL 6063-T6 Alum, ALLOY O TOP RAIL/MALE HINGE D) BOTTOM RAIL E JAM 2.000 4!6'1 1/4'0 - 1.250' �----1.250" '1 I r----1.250"--I 1 VIEW Y 0" - o HOLES t E0.--EO.—I i o T— - - 12' I 4.000 min. uoi o n •Q I 1 O� — O I Lm N 1 i a 1 - _- .._._ .... ; O iO '^ .093" - _ i 125" _� �i 9/16„e „� 1/4'4-2 1` LONG f3� m m 'Y h ) Min. S. 711 BSCREW OR © + _ HOLE 3/8'e HIIM LONG i. o o o O ACET THUMBSCREW. 0 9/16"0 0 o i o AT EXIFMQR FIXATION i Min. y�16^y n e e H HOLE M,n. HOLE Q CA� PRE—PUNCHED O —� (2) 1/4„0 aS - - t�„ (3) 1 10" Min. - ENTE HOLES HOLE5 v _ 1/4„0-20x1" LONG t3O'VIEW .S.IfaII—a BLOCK woou S.S. THUMBSCREW OR 3/8"e-16X1" LONG VIEWS ACETAL THUMBSCREW. ohs„ - - O LOCKING ROD AT INTERIOR FIXATION o I `-' n n Om O m ao 111111 r TR 1 07 1 ._875"_SERRATED TUBE O 1` SERRATED TUBE - .940" - }- 1.750' �\ N`sF FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) INSOE ARM OUTSIDE ARM N0.44167 _ ©�0201ATEp0•1NO. uP_,E: _ ASSA / BERTHA H.V. BAHAMA SHUTTER DB "By CAMEL BACK HINGE T���j0z0— STATE Of I L,1 E C Q I N c. AMERICAN SHUTTER SYSTEMS ASM. INC. O/o COMPONENTS .F - - 42M WSTIIGAM DRIK -- - 1��` �ORI9A IWi TESINO t ENGINEERING CONVANY _! ``�. WEST Fur BEAC",rE0180A 3307 SCALE: 3/4 // � ;iS'S+�O . .NG��``�ou..";.. •t'�i.�vo.�..olc�a.m�u�a H ( ) 20-166 /// PN:($00 32-2204 FAX: 3f1 203-=W �F''arO�A,r�r�tT"�" �,..Gl..�w:a., .... ."E .X. wl� .. oluellro la ww.TEx A nwT a...-0005719 v.E. m n-la vrin:: FLAIOTIA ue. uls7 LER 2 ar 7 FA OR Al (CONT.) ®C/5.6 13 (CO--) ®D/5.6 C (CONT.) �®C/5,6 A OR I B (COW-) D/5,6 c.;4.) (2) #102'F.H. (CONT. I.M.S. F.H. -A' •h D'/5.6 • V/5.6 S.S. S.M.S. S.S. S.M.S. FROM JAMS FROM JAMB C '10 TOP TO TOP RAIL C (2) #102' F.H. r F- S.S. S.M.S. -4. L FROM JAMB OE — L FRM JAMB Q -0 TO TOP RAIL-(g) TO TOP RAIL C IL + T 2 1/8' Min. 2 1/8' Min. L 1/8' Min. -T 2 1/8" Min. 1- 2 BLADE BLADE BLADE + B PENETRATION PENETRATION PENETRATION i PENETRATION TION r On 4- -4. , L 'L E ti E -J L tn T 0 t r- LJ 4- �2) #14x2" 0' (2) #14.2- w H s 5 F.H. S.S. S. r IROM JAW (2) #14x2" r '2) 4,2-yiO F.H. S.S. S S S.S. S S. 4- TO BRACE JAMB iT, FROM V. m TO BRACE JAMB -j FROM Z�me BLACE OR I a MID HEIGHT TO BRACE JAMB + (n BLAC t 0. MI. EOG To 8 r- 4-- BRACE JAM B/4 -4 CA I B/4 �!� i -il ® �- I T---v r (2)#14.2'F.H. _A/4 A/4_r _A/4___ (2)014.2'F.H. S.S.S.M.S. S.S.S.M.S. FROM JAMS It B/4 FROM AMB(D Z • To B=om RML 1) -J 13/4 TO BOTTOM r SIMILAR RAIL H D (cow.) H (2)#l4x2*F.H. (2) #M' F.. G "W" (SEE SCHEDULE, SHEET 7) W (SEE SCHEDULE. SHEET 7) -W- (SEE SCHEDULE. SHEET 7) S.S.S.M.S. S.S. S.M.S. FRO JAMS W 120" Max. WIDTH D/5,6 To BOTTOWOOD FROM JAMMS 01 TO IWL flI- C/5.6 SUBSTRATE D-/5,6 G RAIL H D H SCHEDULE, SHEET 7) B*/4 D/5.6 B"/4. C/5.6 D-/5,6 LAR 4 T"�qve- , ­71 ,111" (2)014W A JA . .__- =#ly I WOOD SUBSTRATE S.s S.M.S. F.H. I.- f—A14 A/4---- —A14-- -J , 2) fl4x F.H. FROM JAMB®. 4= S.S. S.M.S. • B'/4 TO --------- L @ B'/4 -mmm "Tom H D (CONT.).- -H ; 6 G BOTTOM..... (2) IF;r- F.H. "W" (SEE SCHEDULE SHEET 7) -W' (SEE SCHEDULE, SHEET 7) -W' (SEE SCHEDULE, SHEET 7) — (2) J14.2-F-H. G S.S. S.M.S. S-&S.M.S. 120" Mo-- VADTH FROM JAMS FROM JAMB D/5.6 TO BOTTOM TO 807TOM C/5,6 RAIL(q) -/5 CONCRETE OR CONCRETE BLOCK SUBSTRATE D .6 ULTIELE UNITS: CASES .11 & 11 G -W- (SEE SCHEDULE,SHEET 7) C/5,6 D/5.6 FLORIDA BUILDING CODE (Non Mo Vwoclty Hurrkans lone) CONCRETE OR CONCRETE BLOC SUBSTRATE V/5,6 No.44167 own wm.PC. 14.p ASSA / BERTHA H.V. SWAMIA SHUTTER ,AWN Or SINGLE UNITS: CASE I STATE OF I L I E C 0 AMEMCAM SHUTTER SYSTEMS ASSOC., INC. an rmptc a Emallferl"NG COWA. 4:14111 110tiffallms am ELEVATIONS FOR INSTALLATIONS WITH Ark, 0 A WE FAIA SEA" FIAMINIM SSW 141,(00)02-22M FAX(NOW"31111) zo-Tla EXTERIOR LOCKING ROD H FIXATION N.T.S. A OR At C (C") ®C/50A B tCONT-)j®D/5A,6A C.(CONT) ®C/5A.6A A.OR Al B (CONT.) �D/5A,6A 11 (2)B14a2' F.H. ..e_ ..- (CONT.TIP,)o e o D�/5A,6A (2) /14x2- F.H. a o _ (OONL TYP.) - _ o o D'/5A,6A S.S. S.M.S. ._.- .._ - ._- S.S. S.M.S. _ --_ _ _. 1� ..---� i FROM JAMB -- OOTOP RRAIL�C --- , -- TO TOP RAIL�C - , TT.! _.�._--. r __ -.T3 (2) /14x2" F.H. ^— =_ (2)/14x2"F.H. S.S. S.M.S. SS. S.M.S. ._ _(.. FROM JAMB I FROM JAMB TO TOP RAIL �- �- + TO TOP PAIL C 'rr ir. t L : 2 1/8' Min. -J, 2 1/8" Min. 2 1/8" Min. L _I I L 2 1. 11 t J 8' Min. n BLADE M BLADE BLADE T { BLADE PENETRATION + _7 PENETRATION n PENETRATION h. t - it PENETRATION E E i E -��_ f T �k E ti + �i o 4 �- 4! ' (2)/14x2" _ i 2)/14x2 T H. U FRJ11�,I�G6p� TO (2)/14x2" ,(2K s1s4M5 w oAq BJc11r + i y v FFROM JAMB S�•fSLAM `� - J OKE TO v TO a3b�G£.IM6 l.� .I. -1 Z O 4HIOFEIfilf� IL_ -' j i MD FflCiif ' 1 �JI N TO BRACE JAMB r _ J TO�J41E J ;T�- .r fi ,L, y A -- -- --. r I ~ (2)i14a2'F H. r "t A14A —Al �4A -j SS S,M.2.FROM H s.S.S.M.S- •` I.' • JAMB TO B/4A LA. _ wcL B H eoTrcw RA,L pD 13/4 B/4A To eorrou -- ---- L _SIMRA p (CONT.) H G (2)il®F.H- L'- �, i14a2'F.H, �` "W" (SEE SCHEDULE; SHEET 7) -•- 'W' (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7) S.S. S.M.S. o` !- __ ...-_-...�. -`.�. __ .... / _ 1�FROMSJAMB CFI _ ' 120" Max. WIDTH D/5A,6A ® H D H ~4'TO eorroM LFROM o, C/5&r.A WOOD SUBSTRATE I.''D�/5A,6A G G ;. 'W" (SEE SCHEDULE, SHEET 7) •- - - ', — -��-� /- - C/5A,6A D/5A,6A B'/4A !r T~ - ,4 T^__ -- sxaLAR L)D�/5A,6A _ WOOD SUBSTRATE (2)/14®F.N.N47-77=7-i— X.10-� _t ---' 1 _J (®014x2- F.H. S.S.S.M.S. �"YYY S.S. S.M.S. FROMMBS H L -- •• --�iFROM JAMBB• � 1--- _( B'/4A TO BOTTOM __ -_•..� _..._ • TO BOTTOM RAIL/ — — 1 SIMILAR RAIL®® p (CONE) H G (2) g14x2" F.H. (2)14x2-F.H. G - "W" (SEE SCHEDULE] SHEET 7) W (SEE SCHEDULE. SHEET 7) _- 'W" (SEE SCHEDULE, SHEET 7) S-S. S.M.s. t S.S. S.M.s. 120- Max. WIDTH FROM JAMB - ='�-=-1 .__—ice FROM E TO BOTTOM • ____ ___ _____'_ ___ _ •;O BOTTOM L DI D 5A 6A Imo+. PA'LI � H D H G � C �C/�'� CONCRETE OR CONCRETE BLOCK SUBSTRATE ��D'/5A,6A G foill�ho, MULTIPLE UNITS: CASES II & III "W" (SEE SCHEDULE, SHEET 7) Ad�S� C/5A,6A !�D/`-�,� .`�1�P' �CEN FLORIDA BUILDING CODE (Ton %h Ydodty NM1►Ican. Zan.) D/5A,6A 6F onto IXTWO.Mc. Mr CONCRETE OR CONCRETE BLOCK SUBSTRATE No.44167 = ASSA BERTHA H.V. BAHAMA SHUTTER DRAW or SINGLE UNITS: CASE I * _ IL E C O LM6. AMEMCM SHUTTER SMUS ASSOC., INC. �° STATE Of ,a t ENaMmeNO eoM.ANr WE VESTEGAm 004E ELEVATIONS FOR INSTALLATIONS WITH �...�,.,.,.�,�, pft �� 20-,W INTERIOR LOCKING ROD H FIXATION `yFs1s G� u ,x ... _... _ .�. .. oeAwNo�• N.T.S. y4i,,,TONAL ENA.AA wLn RIw°x`i"si,P.E m, w SHM v,OF 7 CONCRETE HOLLOW BLOCK REQUIRED O CORNER(Typ.)� �- 2"x 4•WOOD STUDS REQUIRED ® CORNER (Typ-) 3" FOR TAPCONS (2j 1/4"P TAPCONS OR 3 1/2' FOR SOLID-S - `:1 2' Min. E.D. (2) 1/4•Px3/4-ALL POINTS SOLID-SET OR I 4 (2) 1/4-1k PANEL MATE INSERT E W/ INTERIOR WEB ~ OR ® ®W/ INTERIOR WEB :"'<V. NOTCHED AT (4) 3/16"0 (BLADE TYP.) NOTCHED AT BOTTOM RAIL M, POPALUMINUM F' BOTTOM RAIL CD RIVETS - - - - - --=--... BACK do FRONT '°`' - '�•'<. 5/16"z2"SLOT H 5/16•x2"SLOT H; ----_ _ (3) 1/4-0 TAIPCONS OR 1/4"o. /16' PANEUMTE G - -- - -- - --- ------ —J —` — - (NS 1 7ERTS TO WOOD I _ (2) #'4x2" F.H. S.S. S.M.S. I L—__-- _---- _ _ _ --_--_—. --J_ (2) #14x2" F.H. S.S. S.M.S. FROM JAMB©TO BOTTOM RAIL(D� C FROM JAMB©TO BOTTOM RAIL D + (2) #14x2" F.H. S.S. S.M.S. E - 21/4•sLGT - �W/WEB -BIA21/9—M.. G + (2) #14x2` F.H. S.S. SM.S. FROM JAMB TO BLADE Q OR N>t NOTCHED AT D' _ - FROM JAMB(E�TO BLADE�A OR 0 MID HEIGHT TO BRACE JAMB _ 4"THUMBSCREW LOCATION - BOTTOM RAIL`Dj ACTION A-A CONT. �.TM`�N'Loarx>r ® MID HEIGHT i0 BRACE JAMB SECTION B'-B' SECTION B-B PJA (2) #14x2' F.H. �3/0'N. 1• A OR (2) N14x2" F.H. (E'W/ INTERIOR WEB S.S. S.M.S. i' (MADE ) S.S. S.M.S. - E W/ INTERIOR WEB 2"x 4" WOOD CONCRETE HOLLOW BLOCr NOTCHED AT FROM JAMBE U W/WEB NOTCHED AT REQUIRED® CORNER (Ty; BOTTOM RAIL TO BOTTOM�l D BBOOTT01m RED ML F' TO BOTTOM FROM JAMB RAIL/D• BOTTOM RAIL STUDS REQUIRED C ® � 6U 6 CORNER (Typ.) T, MADE PENETRATION , I1 �-BAC' G ' ---- - - -- —_ ' �8 c4 L ----- --- --- ---_--- - _-_ �4-____ -__ __ •I •' 1/4-e--20 S.S.`• -:5/t8�x2. .. :.,.. , •5/T6'x2• - $ x1" LONG SLOT •'•t• (4))3L. /1*0•.. �.. .. 1/4"e-20 SS. :SLOT `•-) _ POP RNETS.. :•. ...x1'LONG «+)T v TNIMasuew '.:•.. .. .. .-S&CK k FRONT'' .. _ :x i 4•'llpT' .'.:,. '.CONT. + THUMBSCREW. (2) 1/4•e TAPCONS OR 1 .'• - (-3-) 1/4•e TAPCONS" R' (2) 1/4'ex3/4•ALL POINTS .,(3) 1%4'e x 1 7/16' - QANELMATE INSERTS TO SOLID-SET OR (2) 1/4.0 PANEL,MATE INSERT , ���.•••• •14102 k FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 'vCENsF •.9 pmm t1LTEw,wC. s SCME:3/e'- 1' ASSA / BERTHA H.V. BAHAMA SHUTTER N' IlNarre eT No.44167 ----- - 7/2/3020 * * 11L E C O INt. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE GPM •o'• STATE 4F TILL!TESTING ea ENGINEERING COYPAMM -; WEAROMS RW a.ax,¢nao a1M WEif PAW M X:(341 Jl40) 9• F .�.��.>n�-�"�: 20-lea (Na1ux-vo4 E D:(s41)20E-enTD • �"'� G-0006719 ROT.IN Ios� urt T mns DRATIINO MP s^•O.•A••ON����� 1YµfLORIDA IJc/4416T E. m IT-,a J.` C4 SIEE7 4 Gf T 111 A CONCRETE HOLLOW BLOCK REQUIRED* CORNER (Typ.) :••, • STUDS REQUIRED ;•� I 0 CORNER (Typ.) a 3" FOR TAPCONS (2) 1/4"0 TAPCONS OR i3 1/2 FOR SOLID-S. - - Y Nin.iE.D. (2) 1/4"00/4"ALL POINTS I Min. E.O. SOLO-SET OR (2) 1/4"0 PANEL MATE INSERT OR E W/ INTERIOR WEB ~ ® (C•W/ INTERIOR WEB NOTCHED AT (4) 3/16"0 (Eon TYP.) NOTCHED AT .I BOTTOM RAIL J ALUMINUM P RIVETS F BOTTOM RAIL® Y 5/16"x2" BACKO&P FRONT 5/16-x2- •°' —r�_ SLOT H: SLOT- ~ .ter __._-___._ __= -*'- _ 4.0 TAPCONS OR - - __ _ T -- -.- -_�_-_ ___,_^_� {/MA INSERTS N TTE I PANEL O WOOD G �- OIR- ._,_..__:_fit--_ � (2) /14x2"F.H. S.S. S.M.S. L____ -_-- (2) #14x2" F.H. S.S.S.M.S. -_ FROM JAMB©TO BOTTOM RA{L® ----- ------ =--- --- ----__ ----:a;_r-=--- -J FROM JAMB®70 BOTTOM RNLQD + (2) /14x2- F.H. S.S. S.M.S. 211WWk. E + (2) #14x2' F.H. S.S. SM.S. FROM JAMB©TO BLADE@ OR® - E I�W/WES Q 'euGE vENEnuTaN' O MID HEIGHT TO BRACE JAMB 10'THUMBSCREW LOCATION - NOTCHED AT - FROM JAMB TO BLADE 0 OR SECTION BA-B' BOTTOM PAL g �G.L(��-A cow. '�"""tl°'Ex LOG1pN -o MID HEIGHT To BRACE.uwe PLAN SECTION B— OW/ INTERIOR WEB (2) j14x2" F.H. SCAnf a/s- - ,- I,AJ OR ® (2) /14x2- F.H. S.S. S.M.S. W/ INTERIOR WEB CONCRETE HOLLOW BLOCK NOTCHED AT W/ WEB (�np) S.S.SSS.M.S. NOTCHED AT E 2"x 4" W000 REQUIRED O CORNER(Typ.) BOTTOM RAIL FROM a NOTCHED AT FROM JAMS BOTTOM RAIL STUDS REQUIRED (Y ) RAIL 'Q' ;6.5_'�625 E' 70 BOTTOMAM �D BOTTOM RAIL® F ro BOTTOM � O CORNER (TYPO 2 t/e'u.. PEREnVUpll SLOT•• i i 5�/ -x2' tTuuE'ppmumalm I O ' IL- i --= --- ----- --, --- -(G: 4 3 16"0 • - .. x1'LONG' O / 1/4'0 20 S.S. .. . THUMBSCREW. H ALUMINUM D. •f1,.. ..x1" LONG - . •: - - - • CREW. .. ..; a•S O'r LOCATOR- BACK FRONT.... �.CONT THUMBS (2) 1/4"�TAPCONS OR - .. (3) 1/4"0 TAPCONS OR -(2) 1/e t3/4'ALL POINTS '' .. ... 3)PAN ELMATE 1/4"0x INSERTS TO WOOD .. : SOLID-SET OR .. .. ... . '(2) 1/4"0 PANEL MATE INSERT' - ,� /T.,, ,.`��..y�•••••., ,�9���� ���������� /� FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) 3P.•'���ENSF ZLtYSLmAi Q=6ILmw.W- ASSA BERTHA H.V. MAMA SHUTTER RaRM.P i No.44167 *. *= 1 L E C O 1 N c. AMERICAN OMER SYSTEMS ASSOC., M 'oAlm' ,p9•.I C Sf1A1f OrrQ, •V�`a�/,��'"Q'y/� � vTWasR a•E.S:.T.-WfN�..+aG1n a.:•.-W apmatE.n Nar xoGaaIN.a..E.a E.c.cwROaImNon)Ga n C.-wOyeMnn P AaNmY W[1I RO_e 0" Esr PALM ,n.=0A 73407 FAX:(56t)791-6IIPN:(e00)4I2-22a4 o' QR0 1I—iMeM-Y—R-.11 G--000e719 r�-IL-a.-�--mnw nrt - RRRAx rt /,,��(`S`'-•••••••••_ Te1R a 1MUEq A __ - 1�Sa Ftaaw N167 —T— 11l M of 7 /III II II IIIII • _ _ I WOOD NFACER . �I•r REWIRE. , .•,J` _ WOOD HEADER •j REOIARED .000 IIF/OER ••• 1/e'F TAPCCWS w_ RCOtARE I (SEE SCMEULE SHEET]) _-(SEE SCHEDULE / (SEE SCHFWIF SHEET]) 1 4:TAPCDNS (SEE SCHEDLILE SHEET]) •`1 - B Cont. - 1 PWONF I /F1s s f.N. I/1 4w2'F.H. POP RNE'IS SS.. .M$ BACK S.S.S.M.S. 1 apt \ \ro TOP�wvL�D !� �\� FROM,weer• I F W/IDD ` NO E FJtWD H NOTCHED I \• \ TCHED JET iTOP PAL D� ! \ \TOP RAIL\tf I. ` NOTC—HED�TB Mn ASS \ \' A OR ® .• \,\ •\TOP RAx`/ TO (SEE SCHEDLU \ N A OR CommI - \� E , \\' \ (TrP.) (z /1/a2'P.H. S.S.S.M.�SS. I I :l.�-'-� \ .:•. JAMB®iO BIADE'J ��'�}��.• `\ O YID HEIGHT TO BRACE JAMB f �� (2)/11a2• OR O I \. `,1 `a.�_ Ow,We1T0 BIAOC OR Qi 1 `'•rJ ± \ .i\ \:\ •`�,�M'>�?�0 MID NEICIi►ro EifacE I T IBC SWETL ` 1 •\ , /`rh�,µ( OR O I `,• \\ 1 I Alt IEnS) ` `\ rp) Mw WX.GAP :F Cont. SIc- 11\ I `\ I I (Otr FOR MAPLE DADS) 1/{'E-20 BOLT W/Nm ''` ` NOTCED ATE (2)3/16:A— -. .f•� -(' BOTrow R-o. r : Pro RNER _ \••�') I F W/WER 1/1'0-20 BOLT W/NUT AR \ MM AT %� F M6110R TRB I r---- eortow RAl(0� V , \\ I IOIORD AT WM 2.�. / 7.)• �G FDT mg PLATE IWDD y n RED'. I I I (a)3/18's - J(+.E O •Yry .: .� POP LOCATION1` O BACK h iR01R ! \\ O tACH..YJB t/1:-20 THUMB SCREW C— \ D - 1 I (2)IlA.2'F.H. 1/A'F-20 THUMB SCREW D ` S.S.S.M.S.^ "S•( .t I \1i FROM IAMB0 ..Y.')'•. 1/4'I-20 BOIT W/WNGNUT TO BOTTOW RAIL OO I. ` Cant ( 1/4'0-20 WJ W/WRCWT (2)/14.2'F.H. 1 "! (J)1/-:IAPC.Ne m(3)1/�:.1 T//6' I r: -- S.S. S.M.S. FROM,WAB�/y,WOOD S1U0 O ( _PMUWATE TO SND(10DmTN O< I _ (3)1/.:TAPCONS OR(])1/s:.1 ]/16' TO BOTTOM RNL(J 24'O.C.w WOW STI.p O PANEWATE INSERT$TO STUD/4'0.(MDW OlH OF woIWEO 2C 0.C.WX WOOD STUD O STUD.]'YIN.N.NINAL)SECTION C — C REQUIRED SECTION D — D REOUNiEO "x (WALL POSTOUNT) (WALL MOUNT) ALTERNATE SECTIOIJD'-Q HURRICANE POSITION NON HURRICANE POSITION (WALL MOUNT) SG1(F:J/8'a t' SCALE:J/B'. t' NON HURRICANE POSITION VIP!WIIIINItNy4y, SCALE:3/B' 1' lr�lC �``�S L\CEN,pC FLORIDA BUILDING CODE (NOn Nigh Velocity Hurricane Zone) CONNECTION TO WOOD W/ EXTERIOR F 02M Taum INC. LOCKING ROD—H. FIXATION = No.44167 _ — AssA / BEIMiA H v'_aAHAw sMunm UP ---- ORAWR sr • * I IL EC O INC. AMERICAN SHUTTER SYSTEMS ASSOC., INC. '/o/ZCZ TE STATE OF 'ur TESTTNO ENG N[ERiNG COMPANY 42M WE5 MAM DRIVE F<ORIDp �1�� F~"�,q"a-e R� " Px:('EV(8W)u 2m�i`RiAx`�)209 ase. 20-166 WAF19 TM11T Jr,P ] E p�0 C .Ou v un I oRAWINo NP Hil1l1 -- -{—+—SHEET S OF 7 J•'. •p. ROOD HEADER ' REOIMrO W000 HFADFR REQUIRED WOOD HEADER i IlRY•AP(CNS • REQUIRED (S[[TIRE 9TEET (SEE•SCKDULE SHEET]) • 14'.TAFCONIS (SEE SCHEDULE SHEET T) 3 c C .M n I - c' C � .yyt•� .yam (4)3/16'. i ; ?: • ALlMM1U4 /14R2"F.H. , Pop-ME, S.S.S.M.S. �1 N2'F.H. eAcx fRON FROM JMEB TO TOP RAIL'�v ` I FRO FRO S.M.S..MM JAMB I \TO TOP RNLC F w/WEB I•: E INTTDeON WEB NOTCHED NOTCHED 'I I WEB o.. \ E INTERIOR TOP RAR V TOP RA RAIL lC I \ NOECxEO Yin TO GLASS 1� I ; ` \. A OR ® �I �� \��•� I—(sEE scHEDD E A off (Tw) 1 \\ MR) A OR SHEET 2) II , ® , ~ \• ,\ E GLASS E Y)I14YY FM.5.5. F ROM JAMS )TO BIAOE OR,� i T HEIC 7D MI BRACEB I •` \� ! \ E \ (2)f 14R2"F H,S.S. S.M.S. E,rr.) -n"' a Y4IOJ19mHHTT To BBRRACF(JAAMET OE SWQE UNITS) (OIRT FOR MR-7ru UMT6)1 1/4'0-20 BOLT W/NLT E�� W'F9 ' i OR xOTCNEO AT i (2)3/16'.Nun Ek.) / BOTTOM NARcn POP RWETS ✓:� \�'�•�� 'rFEmril[o� ;( 3 \ i '/s•.-zo ear w/N1r ; •% BOTTOM RW(D) G NOTCISD AT. I BOTE M RN�cn zso-uAe w � "ALW""e1pop RcsaaATB \ \ : O I( :: ` eADR.FRONT 1 =" •• •. ,\\ •D o EACH mms'0. y� I tp'F-zo THuwe SCRLIF DO 1- � •�,� (2)#14R2'F.H. �_ i `� 1/4Y-20 THUMB SCREW S.S.S.M.S. ) 2"R4" c°n1. FROM JAMB(t� - I L D PLATE IWOOOD .• 1/4'0-20 BOLT W/W1NDN'J' TO BOTTOM LL 0) Cam,. gp0•p — '/4•6-20 BOLT W/W:MDNUT (2)/14R3"F.H. (3)1/4'.TAKCTNS OR 3 / S.S.S.M.S. I I ( •� ()'/a'4 I ] 16" FROM JAMB/��y •• PANQA4ATE'�MSERIS TO Wit)(MIU'MDTH OF 3'0 TNCONS )R 13)1/4'.A 1 7/16' TO BOTTOM IWL 24'0 STUD•M. STUD.2'ue1.N0IIITUL) WOOD sm• ♦(.HATE HSER75 TO.(M101WDTH OF REQwzw " , 'A !'YIN.MD.KAL) SECTION D — D MML f (WALL MOUNT) ALTERNATE SECTION D'-D' NON HURRICANE POSITION �,y1�( IH`y,•IW/11I (WALL MOUNT) SCALE 3/8'- t' `���, : ,IE(�Z NON HURRICANE POSITION WooD SNp 4) I Z��P:•vy EN SF':dp y% SCALE:!IB- REQUIRED = "T FLORIDA BUILDING CODE (Non High Velocity Hurricane Zwu) 24'0.C.NAx. SECTION C - C _ma c ,No.44167 ©°o� TEro•WC. , B H.V. B�HAuA sH(mER M� (WALL MOUNT) " S * - --- - DRAWN Mr HURRICANE POSMON CONNECTION TO WOOD Wl ALTERNATE INTERIOR STATE OF — T/2/200 'l� ''. IL E C O Iw� AMERI SHIMER SYSTEMS ASSOC., INC. DATE SCALE:3/e--1• CAN LOCKING ROD H FIXATION 'K_OA�••.FCOR10�••' T[BTIFEO k ENOINEERINo coYPANT 428 WESTROADS dMW i'/. ` "O F'-R"°e"MA,'• F!?lo.ntw WV PAW BEACH,FLORIDA 3N07 ��IFss ONAI NG .--U;URs we / F m-ODW7IY.eom (BODN72-vo4 FAX:(se1)zo0-e300 $0-106 N/F/l//11111/111N1\ WATER A.7MllfTJr.P.E ae m� •'� _ m'� W1° WBN W FLOM IJD. 4_t_ SHM SA OF 7 CONCRETE OR CONCRETE BLOCK- HEADER REQUIRED / 1/4-.TAPCONS (SEE SCNEINAE 1/A-.TAPC NS On SHEET 7) (SEE SCHEDULE '/' _ 1/4-4 TAPCONS B ON SHEET 7) (SEE SCHOW.E �- B Cant. ON SHEET 7) \ CB W C: i C I � (q J/18-. ALLNfNM 14.2•F.N. -.—.C. POP NAM S.S.S.Y.S. #14.2-F.H. _ BAOt h TRONT ! FROM 44M S.S.S.M.S. \TD TOP RAIL& FROM,LWB(� TO TOP RAILTG) F E wEB WEB E NIERMNt WEB \ \ NOTCHED NOTCHED NIERIOR/7�•�ii�S TOP RAR \ `\TOP RAIL C \fin 1\TOPm RAIL IN Mr. TION CONCRETE OR \ \ I TO GLASS CONCRETE mom A OR ® CONCRETE ON \ r(SEE ])lF A OR WALL REWIRED (TYP.) COWAM m" \e -A�OR 1�I \\ 's"",�_: wLL REOUNtEp , `�� (TYP) (TrPJ �. a.. . E (2)/14.2-F I S.S.S.M.S. FROM JAMB(f�`1TO BLADE�Ofl@ m MID HEM TO BRACE AW \., (2)/1/.2B FH.S.S S.M.S. _ JI "Alp p)°R o Mo HEICJ�T To BBLADE RACE(JAMB E Can+. _ Aj OR A '\ (OFRT TOR 9NGLE tom) ` \ �(YP,) A 250'IFAK.GIP E Cent. S� _ \ (alY FOR..RTLE IWRs) 1/1•.-20 BWT r/H11T `\ I�` f INTERIOR WEB U)J/PoP RAVrrS. -� A, O OR NOTCHED AT (TYP.) BOTTOM RLLOD f W/WE i-20 BOLT W/NOT •, ".�I NOT EO AT�\ - E INTUOUR WEB BOTTOM RAIL `Y NOTCHED AT BOTTOM RAL/O) concRETE OR G CONClETE BLOCK \\ - --,— VN)3/16•. O � - KREWIRED L.. ) lIlTIONPOP wYETS BAFJkFROIO J 6 EACH JAMLOCATION \ f ; . L :.._ /4'0-20 11NM SCREW Cont. -IO I (2)/1 .2•F.H i "� 1/4-9-20 MUYB SCREW ` FSs.RO S.M.S. 1 I \1 Cant. FROM.NYB Q .20 BOLT W/..N UT TO BOTTOM RNL'� O D Cont. 1/N-.?AF'CONS OR +/{•0-20 BWT w/WincnuT (2)/1{.2•F.H. S.S.S.Y.S.�`1/.-h3/{'All POWs SWO-SET OR _ (2)1/s•W TAPLOn$OR FROM JAMB U 1/.•a.t 7/16-PANEL.SIATE WSERTS )_ (2)1/4•hy/1-ALL POtM SCUD-SET OR TO BOTTOM RAIL'I,D (2)+/�61 7/16•PANEuAATE INSERTS SECTION C — C POSITION SECTION D — D HURRICANE POSIT (WALL I (WALL MOUNT) ALTERNATE SECTION D'—D' EEE.�' NON HURRICANE POSITION `` WIIaIIII/ ,r�b (WALL MOUNT) SCALE:a/e' I• SCAF. /B•_ AAA }F\I / NON HURRICANE POSITION Kam.3/8. 1. vCENlye .f►' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 ASSA / BERTHA H.V. SHUTTER BAHAMA SHU CONNECTION TO CONCRETE OR CONCRETE BLOCK _ ITT W1 EXTE TOR LOCKING ROD H FIXATION STATEDF Q / IL E C O(pc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. '"o/Aa10 D� '�ZORIOp ••�� «'r w�Taw"No a iHo'COYrPAW' aH16 wEsrTtFLD6 oFBvc �n Iba i'_ ror FKOII.NaoH yt«; WEST PALL SEAc VS/ �\� �'t }'+"d+ RI:(e00)u2-220K FAX:(sal . }20B-BSep 20-188 0NAL1E"EA\ WA TER87J..9 P E. Nse ORA17N6 Mo FLORIDA lk. 44167 ND 1J-1a lYLE -- s18ET a or 7 BLED HEADER CONCRETE TEOOIRED [(/4'0 TAPCONS1/4•R TAPCDNS EE SCHFOULE. SNEET T) (ME SCHEOIILE. / it 1/4:TAPCORS B « SHEET T) _ (SEE SCHEDULE Cont SHIFT T)El g Cent. I -c. I C -- / AD, U. /14z2'F.H. C POP R1R15 S.S.S.M.S.AMB((��'`` ` (I14R2'F.H. I , BM,R 8 rWaNr I O�OP PAL FROM JAMB 1\ \ \TO TOP RAIL I F W/WEB E INTER"WEB 3 l; - \ i NOTCHm Aj \NOICHFD I \ . E HTEIROR WEB TOP RHL(D' \, TOP RHL C "..SEPARA➢ON 11 CONCRETE OR RDICNED T 10 f2/d5 CONCRETE BLOCK ` I•(SEE SCHFERJLE, A 'ALL REOu"ED I \\. \ rAn�aoR ® EONCONCH OR CREN BLOCK `\\` D SHEET)) V II M �l ® `\\` \` `"') MALL REWIRED A (K2 \ ) ExisRNc I Ij .,i, (Tra.) E GLASS- -i ^� �•\ 12)Y14z2'FH.5.5.S.N. \ FROM JANC TO BUDE OR S. `. _ O An0 HEIGHT TO E,p4yIS \\� ()R •\` �` \ �. \ (2)1t a2••(FD.H.S.TO�EN1OR - \\ I'\ i O MI"EIGGHT TO BRACE JAMB � II (1YP.) d (EjM^ \ 'A1 OR A I (DrA.RGR 3ML WM (T- \ F C. sF �\ \�\ -Al� A OR A �f(ONLY FOR 1TBUwLE 1ArIS) 1/4••-ID ROLT vJntur 'L NOTCHED AT (2) /1B•• BOTTOM RAIL0 POP RNETS BFioiwm AT i V4'0-20 BOLT W/off BOTTOM RAT(U� (// E IMEIROR WEB �l/T �\ IgTCNFD Ai _ 1111 VVV \BDRON RNL OD .zw'mm.crP 'I iuuiwuu. - l:l oCAnory \, f K \ \\ POP RNEIS BACK a FRONT - \ j o EACH JAMB"\ • 1/4:-zo reuMe xREw Cone ' 44y� 1/r•-aD rrAwAe SCREWGa t. \ OD Q I (2)/14N2'F.M.SS.S N.S. I + I y D j FROM JAMB CONCRETCONCRE _ V4'.-zo eoLr w/rnHCHur (�� TO BOTTOM i(A1L(D n Cent. 1/4'.-2O BOLT w/WINGIRrI (2) S.M.S. F.H. REDHIRED (2)1/4'•rAPCOrS OR FFpISjA,NSB(2) A11 POWr SOW-sn oa 2)I/.••IAPCONS DR To Bonom"L eo (z)I/vat T/16'PANElMAN INSERTS (2)1/4'ar/E•ALL'.HT SOW-SET OR (2)1/4'at 7/18'PAHELATATE NSERTS SECTION D - Q (WALL MOUNT) ALTERNATE SECTION D,-D• (r"� C NON HURRICANE POSITION A �uNTIN•yAA (WALL MOUNT) (WALL MOUNT) SCALE:J/8•• 1• `p"�G",iP,i; Z(/T�i�� NON HURRICANE POSITION HURRICANE POSITION 1�P''�\C ENS'••' '�9'yam SGLE:J/e•- I' SCALE:3/8• - I• F FLORIDA BUILDING CODE (Yon Kph VelocityHurrtccne Iona) N0.44167 ©5030 nTEBx IRL ASSA BERTHA H.V. BAFIAMA SHUTTER SIP CONNECTION TO CONCRETE OR CONCRETE BLOCK .py * _ _°""�°* W/ INTERIOR LOCKINGROD H FIXATION 7T'•, STATE OF / 1! E C O _ TieAN tNc. AYERICAN SHUTTER SYSTEMS ASSOC., INC. wrE ��' '�CORIDP..'� L+ HOTHeERING COMPARr 42U WESIROADS ORW tcs+'•.,• G\� .rm ol.= WEST FAUB KACH•r RIOA 33407 ''���''�.,,sFONTA����`EA``A, ••• 4 9 TenI RN'f—)43:-2204 rAx:(ssg209-9aq o0-166 wrEIR A Hurt J..,P.E. m n-Tq -- namA Lic I u1G) SKEET ra a T i SCHEDULE# 1 MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH"W"(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES 11&111)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE,CONCRETE BLOCK OR WOOD SUBSTRATES FSINGLE..UNIT$_ELEVATION MULTIPLE UNITS ELEVATIONS .B CASE ! WALL MOUNT B E 11 WALL MOUNT } B CASE II :WALL MOUNT I I � BAHAMA SHUTTER ELEVATIONS �--W "OUBLE '.' —J I►----TRIPLE UNITS--{ —4 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-0 1 +45.0 —55.0 42 96" N/A 4 5/8" 11 & 111 +45.0 —50.0 40" 70" OF 3 5/8' i SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES'B', 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 iPOURED CONCRETE WOOD OR RATING (P.S.T.) SOUTHERN PINE No.2 CONCRETE BLOCK 1 +45.0 —55.0 12" 7 1/2" 11 & 111 +45.0 —50.0 7 +/2" 7 1/2" ` rrr(rrrl(r,ry,� FLORIDA BUILDING CODE (ion High Y*lodty Nur7iwns lone) M.P `��� V .....•..., /j''i fOtoto Hutto.W. DRAM•r ' ASSA / BERTHA H.V. BAFIAIN SHUTTER i IL E C O NO.44167 rr•c. AYERIGN SHUTTER SYSTEMS ASSOC., iNC. DATE = r• * ' TUff,estuo•EMOINEEWMC COM►AW QU WES,•OAM OWWE (SW)4332-2M rAz�i�-060 20—TSB d WaWM STATE OF ! .-a«k W.W1W.aan -- -- -- - ---, .-- ---- MASWC W.-- J/LJ/y/'y 2; to moe»a .... ou.-- .a «... mom. w—•Es F(0 IDP •' kk',`� WUTEx A TtLr w..v. 167 E. au o-a" h/+/,w S�En 7 a 7 0.0,6C1 Ik. N — REVISIONS -- --� ----- t ---.-- —__—�__ E __-------- ----.— �_ I{ V - - _ -- - --------- W=120"MAX. W M - —_-- ------- -._...--- - H=70"MAX. Z N Q V ---�� _ W=80"MAX. Z o V o 0 H=70"MAX. FBC 2020-7TH EDITION W w = LL Q tO t�i 160 MPH w N w=42"MAX, EXPOSURE: D O w m H=96"MAX. CATEGORY: II ° ROOF HEIGHT: <30' Q U Lli SEE NOTE 6 ART-E-(SEE FL8523 RBI w rART Yt'(SEE FLa52t RB) w LL of cn /PART'D-(SEE FL8523 RB) jz HOST rART'A'(SEE FL8523_R8) W .0 l4 -----1- -------------------- _ _==J---- a U W Z a ` V a _ d � L 00 MI _ Ln 00 _j LL. NOTES: 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8523_R8.THIS DETAIL IS SUPPLEMENTAL. ``%, D K. ,, 2. SEE FL8523_R8 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AND A LIST OF ALL MATERIALS. �`� •••t� gFr 'may �i% 3. SEE FL8523_R8 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM • E u nn • f" PANEL SIZES. NO.72 • 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE"HURRICANE POSITION". y * • 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: 9 .� i - Date: 6.1. 5/16"0 LAG STYLE WITH 3/8"LEAD TYPE,SPREADER INSERT WITH MINIMUM 2"EMBEDMENT INTO CONCRETE OR CMU:r STATE OF 4 "6.2. 5/16"0 SHOULDER STYLE EYEBOLT DOWEL AND EPDXY MINIMUM 3"EMBEDMENT INTO CONCRETE OR CMU. 6.3. 5116"0 LAG STYLE WITH MINIMUM 3"INTO WOOD. i°i(�•• t� 7. MINIMUM EMBEDMENT MUST BE INTO SOUND SUBSTRATE--NOT FASCIA,STUCCO,SIDING,ETC. ✓j •••• �•••• S. MINIMUM 304 STAINLESS STEEL SHALL BE USED. / , BAHAMA SHUTTER ALTERNATE LOCKDOWN ATTACHMENT METHOD S-1 04/02/21