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HomeMy WebLinkAboutProduct Approval GOVERNALE.RESIDENCE' 120 QUEEN BESS CT. FT. PIERCE, FL 34949 REAR File, COPS' FRONT r 1t517A21 Flotida Building Code Online A+`3'7NVi � b� tp UU d. - sm Home Lop to Um Registration Hat Tapits Submit surcharge Stated Facts Pablicatimis Canton us 13C S Site M®a LInkS 51e ` PtoductApproval USM Public User muter,clan cw 1!t lwu >pmd�tlniiwtlnli 3catrh>Qeadie�+tlaa i fs a t Appll He ertAtl FL# fFLB523-R r -. Application Type on Code Version 2020 1 Application Status Re-Apply �(1 J40 r lggq Comments condtional-reapply12/16/20 Archived { p[, ® rpos�� Product Manufacturer American Shutter Systems Assoc ion nrive (Dout.c Address/PhonelEmall 13 West Palm Beach,�FL 33407 �� (561)209.8263 - SIP bfeeley@easternmetaLcom ��� Authorized,Signature Bill Feeley IradrlguezQeastommetal.com Tliechnicai Representative Address/Phone/Email Quality Assurance Representative AddroWPhone/Email Category S utters Subcategory B m 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.Tlllit Ir. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Acc e_ditation and Management Institute Quality Assurance Contract Expiration Date /31/2021 Validated By Kampmann Jr. Validation Checklist-Hardeopy Received 2�z Certlicate of Independence El- ti � V Referenced standard and Year(of Standard) Standartily b ASTM E 330 ASTM E-1868 }! 2012 ASTM E-1996 " 2012 0� Equivalence of Product Standards Certified By Sections from the Code www,ilotidabunding.orgiprlpr epp dtl.aspx?param=wGEVXQwtDcMJG6u0EmpYhClnKa470LVEnsar:-eiJIA"-.-e"- 1/5/2021 Florida Building Cede Online Product Approval Method Method L Option D Date Submitted 10/28/2020 Date Validated Date Pending FBC Approval 12/15/2020 'Summa of Products t L ti Model, II D�escr➢ption -- - - — - Number or i Name 8523.1 Bertha HV Extruded aluminum blades assembled together and retained by jambs/headers to provide Bahama Shutter Hurricane Protection. (Nan-HVHZ) Drawing I Number 17-109 Limits of Use Installation Instructions + Approved for use In Fl..1i523 II- gEPTO1A_HV ®Ai4AMa\ SFlUTTEp IN57'AL_�ON_iMSTRUCRQNS N012 Wl/Wi?.ytdF l HVHZ,No Verified By:American Test Lab of South Florida,Inc. {I Approved for use outside Created by Independent Third Party:Yes HVHZ:Yes Evaluation Reports Impaet Resistant:Yes PLR923 RII AG A,$A-@rQ-l3AHANiA.pdf Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level "D",Wind Zone 1,2 and 3, Max,width is 42"and Max, height is OW for+49,-55 p.s.f.ASO design load,Max. width Is 120"and Max,height Is 70"for+45,-50 p.s.f. OA:K Cdu_•, cants us;C 2601 R1air Stone Raad Tallahassoo Ft-32399 Phone.Rya-407-1824 The State of Florida is an AA/EEO employer.&artz6aht 2007-2at2 State of Flaridn.::Privacy Statement::AcrossibllRv Statement:-.Refund statemen! Under Florida law,email addresses are public records.if you do not want your a-mall address released In response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mall.If you.have any questions,please.contacc 650.457.1395.oPursuant to Section 455.275(1), piorida Statutes,of heUve October 1,2012,licensees licensed under chapter 455,F.S.muse provide the Department with an email address if they have one.The emaila provided may he used for offlcial communication with the licensee.However email addresses are public record.If you do not wish to supply a persanal address,please provide the Department with an email address which tan be made uvallabie to the public.To determine It you are a licensee under Chaptdt 455.FS.,pleasa click rs. Product Approval Acceptst Credit Card , Safe ' r'tr'Yai4t?i}'VI�''�fsdl�w a" wwwflaridabuilding.org/prlor_app dU.aspic?param=wGEVXQwtDgvjjCauoEmpYhCjgKa470LYE033BSNWbgO%3d ��� GENERAL NOTES: I. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN B.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7fh EDMON)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 B.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 B.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 33X INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS B. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT-AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 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 & 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. - 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 SE0'SURFACE MANUFACTURER F THE BAHAMAELSHALL BlE IOCIJD OR EE IN ACCORDANCE VISIBLE LSI LWITH LOCASECTION ON 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. S. 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; 1. a. 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'. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) THIS 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 (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, (8) 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 — 1/00TAPCON ANCHORS AS.'MANUFACTURED BY I.T.W. BUILDEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"dx3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & (a) 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. 0,1RIA11r��'''�i♦,�, THIS DRAWING SHALL ONLY BE USED TO �`� P�.• " ����♦i OBTAIN PERMITS IN THE STATE OF FLORIDA B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 9/4" OR \CFI/,$' P'y 4". F CONCRETE HOLLOW BLOCK SHALL BE 1 1 / ? FLORIDA BUILDING.CODE (Non High Velocity Hurricane Zone) No.44167 F 2020 TRTECO.INC.B.2) MINIMUM EMBEDMENT OF 1/4"flx3/4" ALL POINTS SOLID—SET ANCHORS INTO POURED __*t * ASSA BERTHA H.V. BAHAMA SHUTTER D�PCONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY STATE OF EMBEDDED. 7/x/2o2D NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"d-20 S.S. MACHINE SCREW USED SHALL BE •F�ORIDp`•.' . ECOiNe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE ♦ ND&ENOINEERIND COMPANY 426E'A'ESTROADS DRIVE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. p ;... oG&tiltIN PN:a 42Ai 2io CH.FLORIDu3407 Eo 20-166 mo1U—OOD6719 m.w �, DRAWING N. ER A.TILLIr J,.,P.ESNCET 1 Of 7 AWDA Lic.�44187 2" Ln N 45 R.033' n 1 N . ' 6• 014 078. .213' '061. 2 1" 2.330" ?000>� o ti N .108" .080 o1c, 1 (t030) soo. o iIII .. nl I .119 .119"-r— n _ .415 - n - .3 n .071'o n I 0�6`, T/P. IQ ILL .187" . 2.5571 3q3" �N PS OS, Nn y1 0 .F 4 1 1. ,�O - 22 . 2.000" — 5" m 1I •II \I(t.020) 2.972'1g•1g -{- I -.32 4" I \I A o P O Al HIGH VISIBILITY B 4 .0. FE ALE IN O 1-- `BLADE LOUVER BLADE 1 6063-T6 Alum. ALLOY 6063-T6 Alum.ALLOY C TOP RAIL MALE G !'- �I O � HINGE DO BOTTOM RAIL EO JAMB z.000" a00 45 I VIEW 1/4"m 1.250" �: r-1.250•—I Y HOLES � I 12. \. EQ. --C o ,.f{-�j- 4.000` Min. -'to m T N o _ L N o O �_._ O\ ;. 9/16"01/4"O-20xl" LONG t30•' \ _ �"� n - (�•) - Min:� � � - _ THUMBSCREW OR HOLE3/8"0- LONG B"� Qoo _o .. ACETAL THU BsPRLIN.Min. LOCKI D AT EXTERIOR XAT D HOLE 9/16"0, -Min. HOLEUNC CHANNEL 12'(2) 1/4'0, (3) 1/4"0 - 70 Mm. LUON \. HOLES HOLES a 1------1.997' in In VIEW X BLOCK WOOD ��s S. THUMBSCREWGOR 3/8"0-16xl" LONG .- .N a •.L.i THUMBSCRVIEWS W. HO.085"-- LOCKING ROD AT INTERIOR FIXATION e � N . .90 O LO Cy L � cc lO.875 - SERRATED TUBE JO 1 SERRATED TUBE ' 940" }�—1.750 \ SF ' = FLORIDA BUILDING CODE (Non High Velocity Hurricane ions) INSIDE ARM OUTSIDE ARM NO.44167 — ®¢020 TILTECO.INC.' KO LAMEL BACK HINGE _ ASSA/ BERTHA H.V. BAHAMA SKITTERG Err COMPONENTS ESTATE OF I L E C O c AMERICAN SHUTTER SYSTEMS ASSOC.. INC.' '_DATE �� ^' �ORIDA ' � IWT TUTIN0 h ENGINEERING COMPANY �lEN�ETINOADS DRIVE SCALE: 3/4" 1" // �� i��S,�s���O1/111111111111\�N �aav _ � avr ®ea WEST PALM `Nar•.FLORIDAr` . Px 2GI+0Aw-I166NAL (8GG)IS2� PtlL361)09ex NG Na WALTER A.TILLrtCA-000M9 FLORIGA lle. dr., SHEET 2 OI 7 . M767 1 - {A oR Al C (coNr.) C/5,6 B (coM•) D/5,6 C (coNr.) A OR MNT.TYR) ® - � Q ��C/5.6 � Al� (B�(coNr.) ®D/5,6 (2) 814x2'F.H. o \ o o D'/5,6 (2) (J74x2"F.H. ° \ o o. D' 5,6 S.S. S.M.S—'� ° _ S.S. S.M.S.- FROM JAMB \ FROM JAMB(% TO TOP RAIL C ,- _ TO TOP RAIL C ' o" F•- - \`(2) #14x2-F.H. °r' - L S.S.S.M.S. �- _ ° �,(2) 14.2-F.H. FROM JAMBE II _ OM JAMB nE I TO TOP RAIL�Cj - I - T- - - TO OPT' RAIL-C 2 1/8" Min. 2 1 8' Min. 2 1 8" Min. L - 1' •�' -I BLADE / / 2 1/8' Min. !` PENETRATION F , BLADE BLADE _ BLADE r - PENETRATION n PENETRATION r + _ , PENETRATION w f x N i O: _ i E J _ - L - - -� w (2) �14x2" 1 .{-. -i 2) g14x'1' N U F.H. S.S. S.M.S. I -�- t 1 FROM JAMB (2) #14x2'. r - , FROM 1JAMB E TO rn BIADE OR r' y- +. .. � BLADE OR([tf FROM JAMBE TO F.H. S.S. S.M.S. .H. S.S. S.M.S. w ® MID�QGH. ~- ..}. _1_ _ ® MID®QGHi e. BLADE AQOi�T L '� BLADE QlR� .N. TO BRACE JAMB' 1 I - - - TO BRACE JAMB ® MID HQGHT I - j ® MID HQGHi I- -•} T' Q TO BRACE JAMB 1 TO BRACE JAMB _ 1 L- JI - N SIMILAR L 1 I J B/4 (2)11412'F.H. t� / 7A/4 A/ + A/ (2)�14x2'Fit _ _ _ s.M.S. _ S.S.SAS. B� L B/4 TOOBOTTOM -- TO�BO ON PALD ly ® -� ® RALp /M JmB(Dp H �p.(coNr.) °> H - G (2) If14x2'F.H.I-- _ -�1-(2)g14x2"F.H. ((:i I--"W" (SEE SCHEDULE SHEET 7) "W" (SEE SCHEDULE, SHEET 7)-.—"W' (SEE SCHEDULE, SHEET 7) _ SS.S.MS.FRO �l i FROM JAMB© 120" Max. WIDTH " 5,6 To eo ore© - - H L TO BOTTOM RAIL D} C/5,6 WOOD SUBSTRATE D'/5 6 RWAAIL O ��,}/ I p G . I---'W' (SEE SCHEDULE;SHEET 7) C/5r6 D 5,6 B, 4 F + _ T _ I B/4 /5,6 ® T ® T WOOD SUBSTRATE (2) 814xz•F.H. +' o sMwaiam A/ A/4 .� q/ A/ u�S?S.s�Ms�F.H. 1 - I B'/4 TO BOTTOM __ 'FROM JAMB q B/4 r SIMILAR RAL - H Tc BorroM RAIL (CONY.) H G (2) 14x2' F.H. L (2)'®tax2-F.H. �( "W" (SEE SCHEDULE SHEET 7)-1"W' SEE SCHEDULE, SHEET 7-y--"W" (SEE SCHEDULE,SHEET 7)- S.S. S.M.S. f ss.S.M.S. lJ ( ) FROM JAMBO• - •FROM JAMB 120" Max. WIDTH - TO BOTTOM — 70 BOTTOM RAIL C/5,6 D/5,6 RAIL(I I `� p e G dlauu+ay. CONCRETE OR CONCRETE BLOCK SUBSTRATE' D'/5,6 G 'l- w" (SEE SCHEDULE, SHEET 7) ``��.``���R .. .. �T,"ALTIPLE 'UNITS: CASES II & III ���P' \CEN ''' C/5,6 D/5,6 = SF ': % FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) D'/5,6 _ No.44167 ®2o2G TILTEC0,INC. CONCRETE OR CONCRETE BLOC SUBSTRATE =*; * = ASSA / ESMA H.V. HAHAMA SHUM DRAWN Br SINGLE.UNITS: CASE 1 STATE OF 7/2/202o IL I E C O AMERICAN SHUTTER SYMMS-ASSOC., INC. DATE ELEVATIONS FOR INSTALLATIONS WITH ., 4ORo' • TESTING @ ENGINEERING COMPANY 426E wEsnmo6 GRIPE EXTERIOR LOCKING ROD CHI FIXATION '''�ssi �c,�` �N„ ;,gyp j��,�,y„SII'�\D160 i ai�+r 691i)mixG 20-,ss �ig7�F�NA�IEy1�A.�` °-m G410006719 oor�m ms GRAWNa N. N.T.S. WALTER A.7RJ.a Jr.,P.I- °�n-�� SHEET 3 Of 7 FLORIDA Llc.d 44167 KA�)OR Al Q(CONT.) •VC/5A,6A B1(COMJ �D/5A,6A Q(CO�) �C/5A,6A A OR Al ®D/5A,6A � (CONT.Tw.) \ B (CONT.) (2) #14x2- F.H. o o a D'/5A,6A (2) y14x2-F.H. , COUP.TfP.) S.S. S.M.S.. S.S. S.M.S. o D'/5A,6A FROM JAMBE FROM JAMB E TO TOP RAIL�C I— TO TOP RAIL CC. — ` �- I(2) A74x2"F.H. - S.S. S.M.S. -TF (2)f/14x2 F.H. L FROM JAMB Q I-- .- -L - S.S.S.M.S. FROM I - - - TO TOP RAIL _ I f T I TO TOP RAIBLEC 2 1/8" Min. -4 2 1/8" Min. 2 1/8" Min. 1 - _j BLADE _ BLADE BLADE 1/8" Min. PENETRATION - i� _ t 2 1 r PENRATION PENETRATION T' t BLADE r,_ -1j ET n t: a-: - _7 PENETRATION w - -. F 1 ai TI Li � +- - 7ul 0 L W (2)ylaxz- U F.H. JAMB(TO I .* F.H.S.S.s.MS w (2)�J74x2• r , (2)#14.,Q" to BLAD A OR� rr.._ + - +• - '1 gppEQ OR TO y F.H.SS SMS - - `F.K SS S.M.S. w 0 MD + 1 - 1' ®MID HBCHr FTUM JAMB(%TO LO�CE)TO v TO BW.E JM9 _J TO BRACE JAMB MID F&7(#1f I - - ` - -�- -TO BRACE JAMB 1 MMSWCEF kMB a B/4A / L' _J N SIMILAR "� - -I B 4A ; ® r AA T- ® - r '7 (z)rQlaxz•..EH. _ / A/4� A/ A/ ._ - -1/-s?s.s'Ms"F.H. BB/44A ILARL - _ _ - -4 FROMS'"3 X 'JAMB EQ TO I B/4A TO BOTTOM® � Tr— t I , ; BOTTOM RAILpO- ® , ® R"Lp I H �p (coHr.) H G (2)#14x2'F.H. F �(2)g14x2•F.H. (,+ "W" (SEE SCHEDULE SHEET 7) "W" (SEE SCHEDULE, SHEET 7)- 'W- (SEE SCHEDULE, SHEET 7) , S.S. Sm-s.-� I— - - ._L S.S S.Y.S. FROM JAMB([ - — -- - - 5A,6A TO SO FROM JAM © 120" Max. WIDTH D TTOM • y TO BOTTOB M RNL(D•I / RNLOD .G H l�J H G C/5A,6A WOOD SUBSTRATE ➢D'/SA,6A "W- (SEE SCHEDULE;SHEET 7) _ C/5A,6ASIMILAR D/5A,6A B/4A I T T - W Ii B'/4A D'/5A,6A ® F + ® , WOOD SUBSTRATE (2)014x2 H. A S.S.S.M.S. / / A/ A/ J (2) 814x2-F.H. •S.S. S.M.S. B' 4A I 1 B'/4A FROM JAMB(D - " --- T FROM JAMB / r 1 SIMILAR RAIL • H To RAIL@ (2) $14x2" F.H. C� "W" (SEE SCHEDULE SHEET 7) ' t- - - - -1•(2) d14x2•F.H. "W" (SEE.SCHEDULE, SHEET 7) W" (SEE SCHEDULE, SHEET 7) S.S.S.M.S. •1_._ _ S.S.S.M.S. P FROM JAMBE r• - 120- Max. WIDTH— TOTO FROM JAMB E BOTTOM f -�— ,TO BOTTOM�wL( C/5A,6A D/5A,6A G � H CONCRETE OR CONCRETE BLn-K SUB D/5A 6A "YJ" (SEE SCHEDULE, SHEEP 7) MULTIPLE' UNITS: CASES II & III C/5A,6A D/5A,6A ���.�Q, '�GEN Tt/� FLORIDA BUILDING CODE (Non High Vdoctty Hurricane Zone) D'/5A,6A a s ©2020 MTEc0;INC. CONCRETE OR CONCRETE B O.K SUBSTRATE =` = No.44167 = ASSA / BERTHA H.V. BAHAMA'SHUTTER DRAW fff SINGLE UNITS: CASE I * - 7�2/2020 ELEVATIONS FOR INSTALLATIONS WITH STATE OF = 1I ECOINC. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE �7/�{i_ _+'e�'•,••.F TESTING�h�NOINUERING COMPANY 4268 War PAW SUCH,RORIOADS D4E334M INTERIOR LOCKING ROD nFIXATION / [J�JI�• F 4GRIDP,• „a , xn,_t�.,a _,,, PH:(e00N32-ua,rAx:(seg20s-83e0 20-168 N.T.S. ��� ��NALo WALTER A CA-2T10 J•F E. m n SHEET DRAWWING N. 34 N 7 -.. n.ORIDA lit �4167.- - CONCRETE HOLLOW BLOCK - REQUIRED ® CORNER(Typ)�/ 2"x 4'WOOD STUDS REQUIRED /- 2\M�n. ®CORNER (Typ.)3"FOR TAPCONS,/2" _2 1 4"0 TAPCONS OR E.D. () /2 1 4 0z3 4 AlL POINTSE) / /SOLID-SET OR 2 , "40 PANEL MATE IN A( / INSERT E OR W INTERIOR WEB BLADE - - Q W/ INTERIOR WEB ,NOTCHED AT (4) 3/16"0 �( ) NOTCHED AT BO ALUMINUM BOTTOM R G - TTOM RAIL [� AIL D 5 16x2 SLOT \ " " - BACK & FRONT POP RIVETSr ' � t�. � 5/,6°x2'SLOT .�• :I. �, -- ---- ---- - --- 3•°1.4' . — 0.TAPCONS OR -- — 4 -----t-1`4n ..•\(3) 14'Ox 1 7 16"PANELMATE TO W -0 0 D i (2) #14x2 FH. S.S. S.M.S. __ — — — — — . FROM JAMB�TO BOTTOM RAIL QL�� — - — _ -- — —_ —__-- -(2) �/14x2" F.H. S.S. S.M.S. OM JAMB�TO BOTTOM RAIL0 + (2) #14x2° F.H. S.S. S.M.S. - 2,/4 sLor---� (D W/WEB — -- 2,/a•uu. IFROM JAMB EQTO BLADE@OR LOCTI N � D MADE PENETRATION-• + (2) #14x2" F.H. S.S. S.M.S. ® MID HEIGHT i0 BRACE JAMB® HUMBSCREW LOCATION NOTCHED AT FROM JAMB�E TO BLADE(Z)OR OR SECTION B'—B' BOTTOM RAILQ SECTION A—A CONT. L 4-TxaEw LOCATION— m MID HEIGHT TO BRACE JAMB " PLAN SECTION B—B (E)WI INTERIOR WEB • -(2) b14x2, F.H. SCALE 3/8•-1" A OR ® (2) #14x2" F.H. S.S. S.M.S. - . 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'- - .. vi r: ;��`P��E",•,•.••�/T1 % ELEVATION FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) 'v\CENSF'••9 -- ©2026 TO.TECO,wc, SCALE:3/8"a I- ASSA/ BERTHA.H.V. BAHAMA SHUTTER n WN BY No.44167 = 7/2/2020 N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC, DAZE -C. STATE OF TlL TESTING&ENGINEERING COMPANY 4268 WESIROAGS DRIVE �n-, aSv xt.actl.s,.51.,m VJRxN cocoa,IIOa11]a„6 WEST PAW BEACH,FLORIDA 33407 q w-N� PH:(e00)472-2204 PAX:(561)209-a33D 20-166 macaawm - �i��''�Sl`';/0•....1 CA-0016719 o«ma. ouc a. DRAWING N. V L \ WA PLORILTER Aw'UFA{6 Jr.,P.167 E. SHEET 4 OF 7' NA .� - uunnl -_ CONCRETE HOLLOW BLOCK / r REQUIRED®CORNER (Typ.) 1� ' 2"x 4"WOOD STUDS REQUIRED—� .`, / ® CORNER (Typ.) v� 3' FOR TAPCONS 3 1/2"FOR SOLID-S (2) 1/4"0 TAPCONS OR _ 2' tin. E.D. Min. E.D. •(2) 1/4"0x3/4-ALL POINTS \ III SOLID-SET OR ` (2) 1/4"0 PANEL MATE INSERT I F \ NOTCHED AT (4) WEB (4)3/16'0 (BIAD ) NOTCHED AT - --" - — Q W/INTERIOR WEB �,�': BOTTOM-RAIL(p) ALUMINUM BOTTOM RAILQ / � POP RNE75 r� .5: 5/16'x2 BACK & FRO 5/16"x2' " r C .:•... -1 L ., - SLOT � / O I SLOT, 1 I '!1,r•:^!!^,C. .`�"� f------ ----- -- - r--- -_ -- - _- --- - ---- ------ (3) 1/4"0 TAPCONS OR •. a 1 �( 3) 1 4'0 x 1 7/16' G I r._...�,.'�":>�__. �— � ----' -- _ --- _ ---- --- - --_—J• ELMATE INSERTS TO_ PAN WOOD (2) #142" F.H. S.S. S.M.S. - - _ -- --"-- - FROM JAMB©TO BOTTOM RAILQ L=---=- =--- - -_ � --_ _-_---- ^--- ___--J �` (2)14x2-"F.H. S.S. S.M.S. FROM JAMB.©TO BOTTOM RAIL O + (2) �J74x2" F.H. S.S. S.M.S. E - - QW/WEB - - 21/e--. E + (2) #14x2" F.H. S.S. S.M.S.O FROM JAMB©TO BLADE J OR®I �-I p Pa 7+a+ FROM JAMB TO BLADE QA OR F MID HEIGHT TO BRACE JAMB 10"THUMBSCREW LOCATION NOTCHED AT I_�� SECTION B'—B' BOTTOM RAIL SECTION A—A CONT. '0'THUMBSCREW LOCATION ® MID HEIGHT TO BRACE JAMB PLAN SECTION B—B . (2) '14x2" F.H. SCALE:3/8--1- E W/ INTERIOR WEB CONCRETE HOLLOW BLOCK IN INTERIOR WEB - S.S. S.M.S. SO GR ® (2) 14x2" F.H. NOTCHED AT ©W/WEB S.S. S.M.S. REQUIRED®CORNER (Typ.) 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'wT STATE OF — TILUT TESTING&ENGINEERING COMPANY 4260 WES,ROADS ORNE N••. ,153 A�xq.SL ta.]O3 YAUM GV U l 11Nt�1 ilia WEST PAW BEACH;FLORIDA 33407 cmxn, PH:(800)02-2204 PAx:(S61uoS-Blew 20-166 .� n 10R1 c'\ /�'102r7 ,-m wlacofio4i<an DRAWING H. '''�/��`-SS�•• ••`.4�CJ'��`` WAITER A_TUlTB7Jr,P.E. 1lIIIIIIIIIH FlGPoDF lR•!44167 rt SHEET 4A 1N 7 . = WOOD HEADER WOW HEADER WOOD HEADER REOIIfRID �-RWUHW R=m C— TAPCONS (SEHOSRIEOUT'E SHEET 7) \ (SOL SCCHEDUIE SHEET T) / G ':�—(EOECHHEDULE SHEET T) ,n 6 COn1. /i5 ` 3/76.e A14�2'F.H. YINUY FROM JAM Li"y •':r`'-- POP RIVETS TROY JAMB� FROM JAMB BACK k FRONT F TO TOP RAIL C 'M TO TOP,RAIL�C ` pR WZ9 INT R70RVVEB '1�) CCHED�NI WEB To.RNL I {'••• / �\�\�\',OP RMLNOTCHED (CJ aim ^ II�V+. �` I TOP R4""' \\ OR Mw SEPARATION TO GLASS SHEET 7) EE SCHEDULE EASTING i (2) 1 NE7GHT ro BRAC E JA1dB® FH SFROM 2)114x2S SY S. oAI ® ro BLADE@YIDY YID OR TO BRACE OR l (TYP.) 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D ALTERNATE.SECTION D'—D' (WALL MOUNT) (WALL MOUNT) (WALL MOUNT) I HURRICANE POSITION NON HURRICANE POSITION �,llII III 4U/AAA NON HURRICANE POSITION I- S 3/B•-r sGLE:'/e•_ '' B ey_ FLORIDA ,S` 'BUILDING CODE (Von High Velocity Hurricane Zone)• ®2020 TILTECO,INTL = No.44167 ASsA/ DERTHA H.v. amimA SHUTTER • a wH B CONNECTION TO CONCRETE OR CONCRETE BLOCK " L ETC Oi2/2020 W/ EXTERIOR LOCKING ROD (F� FIXATION �// ?r STATE OF 'rt G CO - AMERICAN SHUTTER SYSTEMS ASSOC., INC.INc DATE '•4(/`TILLIT TESTING X ENGINEERING COMPANY 4268 WE51ROA FLORIDA _ /C^ 0 R ID 1" (�`v�� �T Na 1eq.s.,ey,am WmTy cWu^t,OgRm1 yT1ey WESF PAW BEACH,X:(5111 35407 • � C, ` \ r1��(>D1)nl-IW°.im,(]WlCl1-1JJ, •,�\ �. _ PH: eao432-ua FAx: x12oe-eseo 20-166 Wleeo009Leom (. ) ( ) oRamec No , G-0OUrJ1. lllll11111111111 WAL A U. 44 P.E. oln 1T-1W I' - FLORIDALO U..6.d4167" SHEET 8 OF 7 ! 1 ��-�/ 11ME 1/4.0 TAPCONS j 1/4'0(SEE SCHEDULE. I (SEE scNTD B Cow 1/4.0 TAPCONS SKEET 7) UCnt HFEt 71 (sm / p C.L s / C (�) / ALOuwllLl /� ss s�.S' d11W F.1E POP wVtTs FRou.IAue(� S.S.SZ(� BACK&FTtONf j TO-TOP RAIL UC .� FROM JAMB TO TOP RaL% L E IMEWOA WEB . I TOP AAO. lti�PAL C �� TOP RA0.C I AV,SEPARAMON I I CONCRETE OR� OR ® / \� ^O To CLASS CONCRF]E BLOCK CONCRE(E OR A OR CONCRETE BLOCK-' SEE 7tDj'LC T OR ® WALL AEONRED \ •) WALL AE011IRFO , •) L7t6T1NG Ir'CF J (TYP-) GLASS j \ _L Box mod_^ (2)M AM ,FyH.SS.S.N.. .'� \ RiON JANB QTO BLADE OR O YID HVCM TO BRACE JAMB 62)0,1 14,2'F!L S.S.S.N.$. j \ (!\ J,YB�TO BLADEI OR I ® ® i \ ` �"scp O NID NEIGIR TO BRACE�0.N8 I (mo•) OR A j \ s(s OR A 1/a•P-zo j �� .� c (z)3/1G'o ao,n \ I I (mur FOR YIeTwE tms) BOLT w/Nur� HOD R w,aaaR u lO 1/4'•20 BOLT W/NUT - I J I W/IYET3 j • �`� \ lE INIERK}R NID I I u0nom M@ t I 250'YAY GAP. (4)3 ' 10 EACH JA S j O` ^ � JANS J / I aP3L AR NM AL FRONT Lie®DCATR ioN ( zO TKm scAEW S?S.9 YT 14.2'F.H. E ``•,,•' ' t/4'o-20 TNINB SCRLW \ D / C-L j O \_1/4'_20 BOLT W/JMNGNIIT FRO 4 TO GOTTEN JAMB©RAIL pD n O y CONCRETEOR „4"4-2D BOLT w,64XitM 525.SY.S•F•H•N CONCRETE L Canl. -(2)„L'P TApCONS OA FRON JAMB�E j [2),/4ba7/B'ALL P�17 50UD-sEr pR (2)))t/4•a TAPC@15 OR TO BOTTOM RNL QO (�1/4•PKf 7/1a•PANBpwTE INSERTS (2)1 4.40,7/g"AL PRXEL OW SM si56RSR j SECTION D — D ALTERNATE SECTION D'—D' (WALL MOUNT) SECTION C — C NON HURRICANE�POS)TION \```` (WAU MOUNT) ����tT��l���/1����� NON HURRICANE POSITION (WALL MOUNT) � '��CENSFJ��� BBUILDING CODE m (Non.Htyh Vetoc)ty Mucone Zone) No.'44 1 HURRICANE ' f,r.N SCAM'�/B ```���^e i FLORIDA 67 = ©2820 TILTECO,INC. ASSA/ BERTHA H.V. BIWAMA SHUTTER D1E1YT P Bt CONNECTION TO CONCRETE OR CONCRETE BLOCK -1/ STATE OF L E C O rea. AMERICAN sHUTTER SYSTEMS ASSOC., INC., 7//2O Wj INTERIOR LOCKING ROD (R) FIXATION ��(.'•_ IDRIQP•.•4LI TESTING&ENOINEEAING COMPANY {26B WESTA0A0S OA1VE i mKv�.J00. ]m w9611 COMP yNp WEST PALM I6aC11.FLORIDA AA07 ��'vmT,-,4W. ,twa>, ,,WEST rAK3(3s1)202-B3e0 20-166 '''nsslUNlALi�C` �``� mar.mu�od.�en CA-1A108>7B QI.4 ,Ct>•1® YR Kw ,f9tlf71ia, DRAWBTO NO W R A OLIIT Jr..P.C FLO tm D-,w _ FLOROA Lk/44167 SNER W OF 7 ' I 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 SINGLE UNITS.ELEVATION MULTIPLE UNITS ELEVATIONS B CASE I WALL MOUNT B CASE II WALL MOUNT CASE III WALL MOUNT B _ BAHAMA I , J SHUTTER J Im � - ELEVATIONS i 1—w-1—vr—I I--w—I--w--1--w . �W� [—DOUBLE UNITS TRIPLE UNRS! 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" 11 & III +45.0 —50.0 40" 70" O 3 5/8" SCHEDULE#2 j MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES( .FOR SINGLE(CASE 1)&MULTIPLE(CASES 11&111)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE RATING WOOD POURED CONCRETE(p:s.f.) SOUTHERN PINE No.2 OR CONCRETE BLOCK +45.0 —55.0 12" 7 1/2" II & III +45.0 —50.0 7 1/2" 7 1/2" .(� 11) rug FLORIDA BUILDING CODE (Non High Velocity-Hurricane Zone) C)2020 TILTECO.INC. ASS+ / BERTH N.P A H.V. BAHAMA SHUTTER ORAwN 9T r 7/2/2020 No.44167 = hL E-C 1Ne. „ AMERICAN SHUTTER SYSTEMS ASSOC.; INC. DATE • TILLR TESTING&ENGINEERING CONPANY 428E WERTH,M DRIVE 7t• TIL NENGINEERING I1dG WEST PALM BEACH.DSD RIV 33407 STATE OF PH:(900){12-220{ FAIL(961)209-e3l0 20-166 n,99:un�"oocl.can CA-000871 ORAm"c N. 7 9 m,w aaa a urt P"�w. "Y '�CORIDA •';��� WAL7171 A 7TLLli Jr P.E aP,•_,w .vA, OF 7 FLORIDA Lic.N N 187 SNEEE S�ONAL EN��S``�� 'N141nuO: - ' REVISION5 SFrT.2120I3 O O 4VY Q z Q 70°ma. 70'NA%. �Q j ; 1 wU 9V MAX. ! J S < 3 i DOUBLE PANEL IYIDTH OW MAX,(SEE FL9523) f—, ___� TUPIE PANEL WIDT/l 12P NNI.(6EE TlBi23)_^- J a��� j SDIGLE PANEL WIDTH G I 42•MAX.(SEE FL B523) C �c 5/16'DUI,(MIN•)SS.EYEBOLT CONNEaSCRELEMOOD/CMU r(� ES NOT FOR TYPES) U - STRUCTURE /� n /r PART'E'(SEE FL8523) 4 SEENOTES I, -RART'D'(SEE FU3523) V N p i f ,-PARr w•(sue z3 clas , � o t PART'A`(SEE FI5523) 0U>li d / NOTES: UM;:- {II /- L DOES NOT REPLACE FL APPROVAL AFL8523-R4 ITHIS I5A SUPPIENENT) C>n 2. SEE FLB523•R4 PRODUCE APPROVAL FORA LIST OF ALL HATBRIALS e<'(, •- �� 3. THIS IS AN ALTERNATE METHOD FDR DUE"HUPMCANE POSTTO.7 > 4, ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-189"S, ASTM-E•1996-05,BASTM-E-330-02,AND ASCE 7-10 S. PLEASE 6EE FLS523 PRODUCT APPROVAL FOR PROPER WALL ATTAQDIEUrr4UHODOM UgUMpMEL32B rZ4 _u EYEBOLTNOTES: j 0 , I. TYPES OF EYEBOLTS THAT MAY Be USED: I.L 5/16'X 2•LAG THAT VIIIN 3/8'LEAD TYPE,SPREADER INSERT 'a' q WITH Y EPB EDMNT(HIM)INTO CONCRETE/CMU STRUCTURE l6vY' L2. 5/16-X3'SNOUIDELSTYIF EYEBOLTDOWEL S EPDXY3-(MIN.) EMBMMSI1TINTO CONCRETCfCMU STRUCTURE �L.3.�SEMBEOMENFMUSEBEEWDIICSTSrMICFURE(NOTFASCtA, STUCCO.SIDING,ETC.) ;,"",°",•' /16-X 3-(MINJ LAG SIM INTO HOST WOOD STRUCTURE 3. MINIMUM OF 304 STAINLESS STEEL MUST BE USED(HIGHER GRADES `� PI.":'s (�p�,;T��I .•+ RECOMMENDED) �S �o JWSn. 1(S•Aq{{',,'yy����zzBAAj�� LTHODLORSFOp-m sue. ALTERNATE LOCKDOWN ATTACHMENT METHOD rRol1di11�K`{PiU' :gUISIC..=JNACL'DRDANCIiWIIII xu pO1M1"a = tFCT101vt TF. D FrnLiDA Trtmnmlr,CODT: sHE(rr G�FaTE'W' ; •' fri'IP11,aris, S-1 ! ,";R4.tOR1tH;M �xvwvrr,rcla mwe