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HomeMy WebLinkAboutProduct approvals .vrmm..a BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Unks Search bar Product Approval USER:Public User Product Annroval Menu>Productor 0.on11[ation Search>Application List>Application Detail FIRe Copy FL# FL 6 Application type RevisionvisionO/'r//,1 `( Code Version 9VIEWED FOR Application Status Appr Approved /� CODE COMPLIANCE Comments Archived S e ® p CIE COUNTY I,'� aa�� F� /I Product Manufacturer American Shutter Systems Association,Inc. ®CC Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.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 Walter A.Tillit Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 2. Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R6 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-109 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 10113/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL tf Model,Number or Name Description 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ)Drawing Number 17-109 by jambs/headers to provide Hurricane Protection, Limits of Use Installation Instructions Approved for use in HVHZ:No ; REt II AMFR CAN 5HUTrrti SYSTEMS ASSOG.. INC. Approved for use outside HVHZ:Yes Q AWING 17-109 BERTHA H.V.BAHAMA 5hUTTER.P F Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large missile level"D",Wind 'Lone 1, 2 and 3,Max. Evaluation Reports width is 42"and Max,height Is 96"for+45,-S5 p.S.f.ASO R 852"1 R6 AF AMFRI(-AN SHUTTER SYSi�tjSl SSC)C design load,Max.width is 120"and Max.height is 70"for IN;.', DRAwirJc 17-tO9 PRODt1C1 EVALVABQN +45,•50 p.s.f, ItFWORT.PDF Created by Independent Third Party:Yes nark �2n—1[15 t:Milt Aialr Stnnn Rald Tnllabna,•>Ft 73oa Pnnne;A50-4ft7.7874 'Ihr.State of FlUNde is an AM@CO employe,,Qpvrinht 7007-z0i i tit nl rl ."h :;Priv=,lit"ntr"1;;ArrntuM1iiity Clnlm—t:;lirfVnd Stn„�n•�t under Florida taw,emoll addresses are puultc recurds.It yuu du not wont your e-mail address released in response 10 a natiht•retvrdb retque5t,da not send electrons: mart to this entity.Instead,contact the office by phone or t-ie traditfonat mail.if you have any questions,pitase contact 650,407.1395.*pursuant to section 4s5.275(il, Florida Statutes,effective October 1,2012,LCCnS ci;hcerstd under Chapter 455,F.S.must provide the Department v:ith an email address if they have one.The ema;ts provided may be used for dlhpal Commu!!italzJ9 with Me hCen5ce.Ndwevar email addresses are public record.If you Co not w1511 t,Supply a dt-'tionpl address,please pr0v;de the Deportment mW an emad address winch can be made mailable to the public.To dUurmine if Wu dre a hizerste under chapter 455,rS..please click h.•rr, Product Approval Aeeepts: Safe 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 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) EXIST, AND 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 7-10 AND SHALL NOT EXCEED THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1, 8.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 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 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 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S MANUFACTURER LABEL SHALL BE OCA ED 0 A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY V✓/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME ,UD OR U IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC- AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i. e. INHERE 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. BUILDER, INC. - 1/4"0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2 THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 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 A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND (B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, 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 & SPECIALTY COMPANY. +ji e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIG14ATURE OF THE - 1/4"Ox1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. ��q�A PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. I' ��'\.••"" fir THIS DRAWING SHALL ONLY BE USED TO B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR '+ 9? OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". I 8.2) MINIMUM EMBEDMENT OF 1/4"0x3/4" ALL POINTS SOLID-SET ANCHORS INTO POURED � 7 i FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY 02017 i0.T6m.�� ASSA'. �: `�� / BERTHA H.V. BAHAMA SHUTTER DRAWN GY EMBEDDED. '•, SU1 QF i NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED 5H1 •af��R10�` ;.� ,�� IL ECO INe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. D7/ozAiE'7 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO,£� \�a1, TILLIi TESTING&ENGINEERING COMPANY 4268 WESTROADS DRh S��PVAL WEST PAW BEACH,FLORIDA 13607 eo ....'. x` I-). PN (e00)+32-2 204 FAX-(set)zo9-w 17-109 - 'atGaa-c DRAWING NoE-00067 1. Tt,LLTat A.RLN Jr.,P.E alO t9-re ryt SHEET 1 Of 7 FLORIDA Lic.(41167 .302" i .033" o o e Ohs `oo a0 j 078" .213" ! —.°s.>_•.— . 4-a,pT�4o1�.R.`4,15S" Njfi o' .28C1fR'•'Nnj aC`_�.0gh'7,I 2.330" o1`hip t)iI \ 2°o co c. o,t0e .tOB" .0 N- \ 0) R 125"o 'a\ .04s" ✓ Oo r f 078" ITR719 (TYP.) ato ° a c, s 1g' 29 .000" 1-2.125" (t.020)— ? 2 i \ \I I m I n 1 t A 4UVE Ai HIGH VISIBIL{TY O 1 4!'- 8.0. FEMALE HINGE I-�-i 820"--I a �'o t B O LOUVER BLADE / / "---J �� 6063-T6 Alum. ALLOY 6063-T6 Alum. ALLOY ) TOP RAIUMALE HINGE D� BOTTOM RAIL EO JAMB �2.000^ of 45� 1----t.250"---•( I t-1.250"--i VIEW Y 2.330'� 'f HOLES i j - 12" I o o -0 I ice-- 4.000" Min. 1 r I °O I H N o 1 f -"- N _ s - - - 4 T 125" r ' 0 rn a.093" n TYp, N 9/16"0 N 1/4"0-20xV LONG t30' a v> ( ) 1 Min. 3f6"THU6BSCREW OR �-- Q I HOLE li o 9/i6"0� Z o o Y o ACEiAL THUMBSCREW. Min. 9 f16"0 LOCKING ROD ATEXTERIOR FIXATION HOLE Min GO CHANNEL HOLE � � � � tz° 10" Min.— O PRE—PUNCHED , (z) 1 f4"0 (3) III 1 ' CENTER MULLION I HOLES * HOLEf4"°S 0 01.917 1 4-0-20x1" LONG ±30' VIEW X BLOCK WO _-1. THUMBSCREW OR 3/8"0-160" LONG DEWS ACETAL THUMBSCREW. oss^—� - �H SOCKING ROD AT INTERIOR FIXATION O,O G1 4 T m R 1 W,,,I+ ' ) 01-11 ....... V� I�.875" SERRATED TUBE O 1" SERRATED TUBE r'.940 ��---t.75o" No.4g1Cjj 2 FLORIDA BUILDING CODE (Hon High Velocity Hurr'Icane Zone) INSIDE ARM OUTSIDE ARM { c r¢; ©2017 nLTEco..NC ASSA/ BERTHA H.V. BAHAMA SHUTTER uc• CAMEL BACK HINGE AMERICAN SHUTTER SYSTEMS ASSOC., INC. D7DATE17 COMPONENTS4268 WES ROADS DRIVE TIWT TESTING&ENGINEERING COMPANY 16EST ppVM BEACX,fiGRIDq 33�07 '1 QJSS NM Xo�S,b`"..W!VF,4'.1 LM[R6.nfF}II,IO SCALE: 3/4" = 1" QN ,-• �""'e��a't➢kc•ola.coml�'-�!!� PN.(6o0)6]2-2204 FAX;(561)209-6l80 17-109 ..,)•'' maE8-0006719 tea• tmmu tvom® DRAWING No wpLTER A 7R11T Jr.•P.E m.Nae FLOR:9A lie./44167 •'�� m 9NEET 2 OF 7 C/5,6 CcoNr.) �D/5.6 `f t(CONT.) VC/5. :)OR A✓ B)(colJr.) 6 (coNr.TIP.) (CONT. S. ®D/5,6 $14x2" F.H. ° D'/5,6 (2) y14x2" F.H. ° S.S. S.N..S. S.S. S.M.S, D'/5 6e FROM JAMB El I \ FROM JAMBE TO TOP RAIL C. - TO TOP RAIL(C) '-y(2) #14x2" F.H_ S.M.S. I- + �L(2) b14x2" F.H. . I- I L t I SS. S.M.S. I FROM JAMB C f f FROM JAMB i TO TOP RAIL bCI I TO TOP RAIL C r t 2 1/8" Min. 2 1/8" Min. 2 1/8" Min. I T 2 1/8" Min. BLADE BLADE BLADE I -F PENETRATION y PENETRATION 2 PENETRATION T + PE BLADE F 1TTi NETRATION ? tt� r 1 E) i E �- -T T J E (2) #14x2" a- I 2) {(14x2" ° 1 F.H. S.S. S.M.S. 1 I H. S.S. S.fks. A m FROM JAMB E)TO`- I + I FROM JAMB E TO v (2) #14x2- 2) ®14x2- BLADE rJ OR IN + �� BLADE tI IR F.H. S.S. S.t(�,,�;S. - I _''�� .H. S.S. S.btS. w ® MID NEIGH + i 1 0 MID'HEIGH c FROMBLADE JCR r TT L J, gE �E"TO v TO BRACE JAMB L_ 1 I TO BRACE JAMB ® MID EIGHT I j ®MID HEIGHT at TO BRACE JAMB -7 TO BRACE JAMB L T } ...� 47 Lv1 SIMILAR L �-FA -T B/4 T(2) ®14x2'F.M. f A/ A/ A/ (2)Pf4x2'F.H. S.S.S.M.S. S.S.S.M.s.('� FROM FROM JAME B/4 L AR B/4 TO BOTTOM -- — "IO ___ — BOTTOM SAL(5) ® f ® IWLC HJ If 1 C�(CONTJ I L�) (2) #14x2" F.H. F- -I r-(2)g14x2"F.H. © i"W" (SEE SCHEDULE SHEET 7)I"W" (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7)- S.S. S.M.S. - -.--.— __. S.S.sms - FROM JAMB�F- —120" Max. WIDTH FROM JAA,BC _________ TO BOTTOM RAILCD .--`..... D/5,6 TO BOTTOM _ C/5.6 RnILp ;/� D ✓( G I WOOD SUBSTRATE D'/5,6 G •�"W" (SEE SCHEDULE, SHEET 7) • — C/5.6SULM D/5.6 B'/4 ! T BA/4 D'/5,6 'w �® I WOOD SUBSTRATE (2)d14x2"F.H. I- + S.S. A.S.s A/ A/4 A/ o" A/ J rS?S.#S.IAxs'F.H. FROM JAMIG TO SOTTOE _____ °B'/4 I B'/4 --------- FROM JAMB Ur- RAIL(� ° TO BOTTOM RAILrjU �(CONT.) 1(2) S14x2' F.H. (2)}T14x2'F.H. �W" (SEE SCHEDULE SHEET 7)----.'W" (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7)SS. S.M.S• '� SS SMS FROtd JA1AB©° 11115 M JAIAB G 120" Max. WIDTH To BorroM --- --- o Bo1TOM Rain C/5.6 D/5,6 PAIL`� ' D �� G1 '��E1 A. T! CONCRETE OR CONCRETE BLOCK SUBGT AT D'/5,6 - �_-.--- P����CE.. �42, MULTIPLE UNITS: CASES II & III G --"W' (SEE SCHEDULE, SHEET 7) "' .✓� C/5,6 D/5,6 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) / D' S,6 No,44167 CONCRETE OR CONCRETE BLOCK SUBSTRATE *? @2017 7ILTEaa,NO. Lc * ASSA / BERTHA H.V. BANANA SHUTTER Ouwx BY SINGLE UNITS: CASE 1 _ �171 EC 1Nc. ANERICAN SHUTTER SYSTEMS ASSOC., INC. 07o'e6Tef7 ELEVATIONS FOR INSTALLATIONS WITH �' �o N�� ,�` ;� NGIV NAEERNCOMP}NC0 `00)31172 ,FLORMA 09 8a80 17-109 .� , EXTERIOR LOCKING ROD (H, FIXATION NAl F .�°a:bit...o•awm _ I ®-0006719 DRAWING No N.T.S. 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(z)yuxz (z)g,a¢ N aADErJaR r BLADE(ADA 0 F.H.S.S.S.PA.S -H,SS.S.MS. w ®6:D IC1CaiT L + 1 1 JN.'B�CE�TO L -j DE C v TO�J>GE JP1/8 i t I J TO BRACE JAMS ,OE4 L Q ®tt.D Fh7 I _ ®MO Ffh7if �- ` T -_� �d TO BRACE Ja.9 N DACE JAI,9 (- , _ ~ a B/4A W-TrA/ 1 JSIMILAR _ ;- B/4A r- - r (z)@14x2•-EA A A A (2)174.2'F.H. I i ss.s.IJs. +-.. ----- /4 / 1 ass.s11.5.FR051B 4A FROEf JAMJAMB 70 elr� L -_ ; B/4A To SOTFOM "I • BorrmnTRaLOD RaL rJ ° )-' •Y 1 r (2) #14x2"F.rf F- 5?S.s�u.s F.H. `G) ",N" (SEE SCHEDULE SHEET 7)--�-"W" (SEE SCHEDULE, SHEET 7)I-"W" (SEE SCHEDULE, SHEET 7) S.S. s.M.S. - _---- --------_- FROM JAMB) --- 120" Max. WIDTH ---- D/5A,6A FROM JAlAB<E) •-- To BorroM -- TO BOTTOM R L C/5A,6A RA,LOD ( I J L G, WOOD SUBSTRATE D'/5A,6A �I -- "W" (SEE SCHEDULE, SHEET 7) _ ------------— 1 P __ _ D/5A,6A B'/4A - _ i B'/4A C/5A,6A D'/5A,6A ® T r-- T i SIMILAR WOOD SUBSTRATE (2)(1I4x2•F.H. L + ®S.S.s.M.S. A/ A/4 ? A/ A/4A— -1 (2) #144"F.H. FROM JAA,BQE - -'- - ++ - ° F 6 s.rns. B'/4A - B'/4A To BOTTOM. - ---T, olO FROM JAIAB(i !,B'/ Ralf) T {H �___�____- TO BOTTOM RAIL ® �;(CONT.) "I" 0(2) 14x2"F.H. L _.j (2)}j14x2'F.H. I.� --�VI" (SEE SCHEDULE SHEET 7)-.- ^14" (SEE SCHEDULE, SHEET 7 r G S.S. S.M.S. °; _ •S.S.s.M.s. L )-^r-"6"I" (SEE SCHEDULE, SHEET 7)-- ' FROM JAIUB L,ZE,~ - _ __--___� r=== FROM JnMB - 120" Max. WIDTH TO BOTTOM •TO BOTTOM RAIL O RAIL(p)�o; H O C/5A,6A D/5A,6A Ij ) ?J G �,,,, »,, CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A i�'W" (SEE SCHEDULE, SHEET 7) 1���1�'P�� ........... � MULTIPLE UNITS: CASES II & III \ vC ErVs C/5A,6A D/5A,6A \�\ �' .,�i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) D'/5A,6A a = f U� ©2017 mTEca,we CONCRETE OR CONCRETE BLOCK SUBSTRATE # �+���7 i ? ASSA / BERTHA H.V. BAHAMA SHUTTER La. SINGLE UNITS: CASE 1 -o D7/281n a7,2eE,7 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE ELEVATIONS FOR INSTALLATIONS WITH '_��f •, p�����,, e�w `� • NGYAI`NEERIN�G CON��`� PH: T)PAu,=� �DA��BAD ,�_,os INTERIOR LOCKING ROD (H) FIXATION AL �,�� t m °«om QNp'4•�,� �' EB-a0067t9 [vicesou nu ,n.x, DRAWING NA IYALTER A TIF Jr"P.E. n,A-o[a N.T.S. FLCR'OA u,:.q 4416] td/t SHEET JA OF 7 CONCRETE HOLLOW BLOCK .--:\ REQUIRED 0 CORNER (Typ.) \ \ 2"x 4'WOOD .'• ''� J•' STUDS REQUIRED 0 CORNER (Typ.) 3"FOR TAPCONS (2) 1/4"0 TAPCONS OR—, 3 1/2" FOR SOLID-S /2' (2) 1/4.Ox3/4'ALL POINTS Min. ED. SOLID-SET OR I - A `.• / -- (2) 1/4 2 PANEL MATE INSERT i r EE W/ INTERIOR WEB A OR ® V!/ INTERIOR 'NEB y.. t\. \ •� NOTCHED AT (4) 3/16"0 (BLADE rep.) OE _ BOTTOM RAIL(-D) ALUMINUM NOTCHED AT / C BOTTOM RAIL QD 5/15"x2"SLOT BACK°& FRONT �f 5/16"x2-SLOT "''lY''.;.. ••''.p,-.�':� _O= ___ .. ..4"O TAPCONS OR f----- -� ---l ---- ---- (3) 1/ r----- - -T >, —1 3) RTS TO 1 7/16"PANELM,ATE --- - ----- ----------- ---------- -------- -------- -—- — — --- RTS TO W000 -- I SE ussu - --�--- �^--—_-_----- ---------- ---------- -----'-- ------- - esiaee -__=_=___ ___--_= ---------- -----_ (2) #14x2" F H: S.S. S.M.S. L------ — ---- ---------- —__ _ --- _ ---------- ------ ------J (2) #14x2" F.H. S.S. S.M.S. FROM JAMB 0TO BOTTOM RAIL 6 ----- ---`------- ------------- ------`-------- ------ ! -- -z-fie_v---- E FROM JAMB EQTO 130TTOM RFJL(DI + (2) #14x2" F.H. S.S. S.M.S. E 21/4'SLDT +€TW/ WEB Q D --I + (2) #14x2" F.H. S.S. S.M.S- L0."AnW( I BW'E PENETRAnON FROM JAMB CET TO BLADE AQ OR Q.--4'THUMBSCREW LOCATION--a NOTCHED AT r THuuascRE\r Lounor+-------I FROM JAMB HT TO BLADE OR TeL' ® MID HEIGHT TO BRACE JAMB SECTION B'—B' BOTTOM RAIL SECTION A—A CONT• SECTION B—B ® MID HEIGHT TO BRACE JAMB CV// INTERIOR WEB (2) 14x2" F.H. 5 p�3/88•= 1- 1'�0.4 ® (2) #14x2" F.H. S.S. S.M.S. {FiW WEB S.S. S.M.S. E W CONCRETE HOLLOW BLOCK NOTCHED AT—I / (E1AfiE TYP.) rQ /INTERIOR WEB 2"x �"WOOD REQUIRED ® CORNER (iyp.) BOTTOM RAIL�, FROM JAMB� NOTCHED AT FROM JAMB CEj ! NOTCHED AT —STUDS REQUIRED 7 TO BOTTOM RAIL Q BOTTOM RAIL QD TO BOTTOfd RAIL Q\ BOTTOM RWL QD ® CORNER T (YP-) 2 1/8'6Ga 1 / I I• / 2 1 PETfEPATI IDN I I �' r ' I BLADE PENETRATION .. ...IL J+ 7 I .--• --a;±B1.N ---- -------------- ---- -- -------- -- ---- tr ust 625".62-------------- 5" '`vJ,..: . d = N 1/4"0-20 S.Sr' :8/16'x2-. ` •• " . •..5/16"x2° 'o .• x1" LONG SLOT (4) 3/16"0 1/4"0-20 S.Sr I. .SLOT �. •..•.•.'..: N.. THUfABSCRES'l.'•-; .. A UMINUTA x1" LONG , LJ r _ 1 n POP ' :� O _ .CONT. THUMBSCREW. ; (may) 4'tHuvBSCR--W 'BACK & FRONT' LOCAnOt+ .—_....�. i 2 Ile SLOT' -I • .-'(2) i/4'O TAPCONS OR =(3) 1/4-0'TAPCONS--OR-_ .•'o" (2) 1/4.0x3/4"ALL POINTS - -.(3) 1/4T 1 7/16" SOLID-SET OR -!I eee��/1ii�' .A44EUAA E INSERTS TO WOOD. - " ! 4 AN M N 1/ 0 ..�-.ATE I SER7 III, A. F` - 'I v �jCEA,isF°r�?— FLORIDA BUILDING CODE Hon High Velocity Hurricane Zo ne)� ( 9 Y EL EVATION E A ON T L TI N0.¢qib'� ©zon nuEco•wc. SCALE:3/8' 1' ASSA / BERTHA H.V. BAHAMA SHUTTER L0 1 DRAWN BY 'rM N 07/28/17 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE T1L TESTING 4 ENGINEERING COMPANY 4268 WESn10ADS DRA'E —na xu.s,s.�m •cwcors,nam.sstee 'W."STPAW BEACH,iLORIDA 33407 PH:(800)432-2204 FAX:(551)209-83BO 17-109 '+ -ml EB-0006719D(UWINC Ne WAGER A-nunJ.,P.E' FLORDA lie./44167 SNEET 4 OF 7 CONCRETE HOLLOW BLOCK—, REQUIRED 0 CORNER (Typ.) �� / 2" z 4" WOOD L STUDS REQUIRED - \ ® CORNER (Typ.) 3" FOR TAPCONS \ (2) 1/4"0 TAP IS OR 3 1/2"FOR SOLID-SEj'S, / 2�t.1in. E.D.. Min. E.D. (2) i/4'mx3/4"ALL POINTS ^-III �� •� SOLID SET OR (2) 1/4•0 PANEL MATE INSERT i -OE W/INTERIOR WEB ~ OR ® COW/ INTERIOR 'NEB / NOTCHED AT (4) 3116"0 (BLADE TYP.) — -- - BOTTOM RAIL iJ ALUMINUM NOTCHED AT V / POP ALUMINUM B0TT0M RAIL QD - / BACK &FROM F H 5/16"z2" PSLOG x2� ^ SLOT `I •• ,.';.,_:,;w<:i'?.�. ----- -- _ -_-- -- --- (3) 1/470 TAPCONS OR - ----- _._1 -- -- , --- - --- ----- -----, ((±L/ -----_--- ----------- -- --------- ---- -------- _---- - -- P ELMATE INSERTS TO WOOD ...-._ ------------ ---=- - -------� = ---------i-= _ — _ U ,m ---- 3 I 4 m x 1 7 I6" (2) #14x2" F.H. S.S. S.M_5. - - - - FROM JAMB(Z)TO BOTTOM RAILQ L--- ___=--__ _--__ — —�---- _� __ — --__- _ _—_—_J �IFR0 JAMB Z)TOSE3 T M.S_AL JA'dB(E T BOTTOfd P <J + (2) 14x2" F.H. S.S. S-M.S. E (JW/WEB .I I (_ 21/8•Lu:. + (2) /i14x2" F.H. S.S. 5.M,5. FROM JAMB i E''TO BLADE CA OR�% 10'THUMBSCREW LOCATION NOTCHED AT I� --O Bu�nE Po+erP,AT:aN^ FROM JAMB U TO BLADE(Aj OR�1 ® MID HEIGHT TO BRACE JM.113 BOTTOM RAIL@ SECTION A—A CONT. -IO•TNUNesCRExlLcunON MID HEIGHT TO BRACE JAMB SECTION B'—B' PLAN SECTION B—B (2) H14x2" F.H. SCALE-3/e"= t" OR ® (2) #114x2" F.H. (E�}V/INTERIOR WEB S.S. S.M.S. W/ INTERIOR WEB C CONCRETE HOLLOW BLOCK NOT AT //FROM JAMB E �W/WEB (MADE ) S.S- S.Id.S. --ti C NOTCHED AT G 2"x 4"WOOD REQUIRED CGRNER TTyp.)7 BOTTOM RAIL /,' NOTCHED AT� i FROM JAMB(� \B0TT0m RAIL STUDS REQUIRED // F TO BOTTOM RAIL CDC 625".625" coaN£R T E , TO BOTTOM RAILG BOTTOM RWLv \_ \ i---r—; c yP-) 2 f/e•N'u+. / 5/16"x2" �j 2 1/8•k I l N .(^. ' 5/16X2 G SLO7 BIADE PENEIPATAN i I� . _ SLOT T" J . 1 ---7 --- 1y ---- -- ---- - --- -- ---- ----- - m� --'-- ---------- --- - ------- _ - • ,.�,� - "_ .N. r� i:cvwc_ ------ '�------------�__ __- ' - --- C---- ------------- -1 -------- r--'--- '-------- --- ',--------------- — --__ -- ------------ -- — r • „ :. :..1/4"m-20 S.S,:.;.,' P '_. u�i, '.. :' ••. .. 1;.. .. .:: xi" LONG' - (4) 3/l6'm `1/4"0-20 S.S.. .. .. THUMBSCREW. ALUMINUM..- .• �..�•..:.. ...xt" LONG R- - �. - POP RNETS '.CONT• . .THUMBSCREW. . NII - - I "BACK&FRONT' L.�.—B•s'oT Larnnorv-- _ _ .;�. . . - _ .- II 1.,, - I - J•.:- - i�- .. ..-'. (3)) 1/4"0-TAPCONS-OR' ' - 1 ..'... (2) 1/4"m TAPCouS OR _ B . .(2) 1/4"ox3/4"ALL POINTS "• I,//%hips 3. .. .,.� I :.(3) 1/4"m x 1 7/i6" - _ (.' - ,PANELMATE INSERTS TO WOOD :. .. SOLID SET- OR e .. . . '(2) 1/4"m PANEL ldATE INSERT• •++' '`�A•.'T�,4 _ .. �\r'EN FLORIDA BUILDING CODE (Hon High Velocity Hurricone Zone) NO.4�1 ELEV TION 1 ©2017 TILTECO,INC. Tt i 67 SCALE.3/8"= r ASSA / BERTHA H.V. BAHA IA SHUTTER DRAWN Br �'. IL E G O INC. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 6 n�Tc17 (' TILLFt TESTING&ENGINEERING COMPANY 4268 WESTR=S DRIVE "y \A ———s.a+.xs nave,ww.". _SrPI PALM E:AGN FLORIOA 33407 V1� wp„-law:r=.Ixsp,+_,ait PH:(600)432-2204 r2(561)209-11M 17-109 at�• t t a-maa:tatecoOaol.eom ue 1� rEREB D006719 e�m DRAWING No a/Ir/a�7''' W RORIOA liLUT J44167 E tw I�ua r/;p/t SHEET 4A OF 7 -7, HEADER MOD HEADER REOURED REWRED WOOD WREO MEADER REO E SCHEDULE 1/4-0 TAPCONS (IS/E4 0 TAPCONS SHEET 7) (SEE SCHEDULE SHEET 7) 1/4'0 TAPMNS (SEE SCHEDULE SHEET 7) B 7. B C-L 4. C '41 b�ftfizyj FROM.JM.413(Z #14.2-F.H. 114.2*F.H. SS.S.M.S. S.S.S.M.S. FROM JAMB TO TOP RAIL OC TO TOP RAIL7C) �111-.1".1-6 F-I �' ,`` ' j I`F 114EMR OTCHED WEB INTERIOR WEB \.•+j` NOTCHED ' �I TOP RkL ; 5 RAIL TO FAIL C U,n.SEPARATION OR -0 OR 70 GLASS (SEE SCHEDULEI. (TYP-) SHEET 7) -1:A)OR (S 1, `!I1^ 'V \ E Ewslru F; ; Y, ` i ' � yp I cuss--I i�`Lh. � t �t tltltl(( '''�..� `. 1 ' ((,,- ,�_=,._��`' �(2)01=9i0s.s.slul 7 A & om FIR BLADE A)?R To 2 4.2'F MIGHT BRACE AJA,?JR MID IAMB�EH U i.S E .1k.. HEIGHT TO BRACE Z OR (I TP.) 11--mlal Umm INTERIOR WEB .250' GAP I `� I w (2)3/19.Al— I --V ' '} 1� 1/4'0-20 BOLT WINUT NOTCHED AT POP RIVETS OYP.) t(;111 FOR wam) BOTTOM RAL(�� 114'1-21 SILT A/fIUr fnvrmGR WEB L--j L� -F1 W/WEE NOTCHED AT NOTCHED AT OTTOU RAIL sorrow FwL@ t G @ 2W (4)31610 WOOD11 I PLATE U UM z LOCATION EQ'D j ALUMN' (D 0 EACH JAV? Pcp 7 mcw 1� ��' t1 Tr . �' x LU D & /4'0-20 THUM3 SCREM'(2 F.H. C-t. 1/4'�20 THUMB SCREW L -SB • L@ L@ FROM 7 C-L 'L-1/4'0-20 BOLT wl w. TO BOTTOM L@ II 1 C-L NGNur (2) 4.2"F.H. TAPOONS OR(3)1/4-9,1 7/16- -,/4"�20 EGLI wl v.;Ncrar "S FRVV #14 2' /4'0 TAPOW4 OR(3)1/4e4 1 7/15" TO BOTTOM kJAL@ INSERTS TO STUD(MIOWDTH OF WOO STUD.2"MITI.NOMINAL) A,ELUATE INSERTS TO STUD(MIDWOTH Of 24'0.C.A1AUI7. WOOD STLO WOOD STUD STUD.2-GIN.NOMNAL) REOUIRED 2..O'c-M.- 24'0.Q CQUIRED -SECTION C C R SECTION 1) Q RE("RED ALTERNATE SECTION D'—D' (WALL MOUNT) CNALL MOUNT) 1,01 111111"K (WALL MOUNT) HURRICANE POSITION -, 910 SCALE:318 1. NON HURRICANE POSITION NON HURRICANE POSITION SCALE:3/8--1- SCALE,3/8'- I' ow` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0.�441 3 Q7.017 TVIECOL VC. CONNECTION TO W ASSA BERTHA H.V. BAHAMA SHUTTER ORAL Wj EXTE—MO—R t LOCKING ROD (H) FIXATION RAWN BY /28/7 0 07 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TILLAF T�G&ENGINEERING COMPANY 4268 WESTROADS DRWE ............... I WEST PAW BEACH.FLORIDA 33407 ").M.", PH�.(SM) -2204 -8380 17-109 L Uft...Cd— 432 FAY:(561)209 LrMEB-0005719 DRAWING N. 1A ,T.Un Jr..P.E. a"16 SHEET SOF7 -7 WOOD HEADER WOOD HEADER REINUAW WOOD HEADER RECUiRED REOUIRED 1/4-0 TAPMN's -0 TAPOONS 1/4 1/4' TAPCONS (SEE SCHEDULE SHEET 7) • (SEE SCHEDULE SHEET 7) (SEE SCHEDULE SHEET 77 B c-L JII C-L C C 3/'6'11 014.2-FJ-L V14x2'F.H. ;-S'SM.S. ALMI.Vu S.S.S WIS. POP R.'VETS FROM JAUBiEl IV FROM JAMS RACK A FRONT 70 TOP RAIL (4 TO TOP RMLq) WER 'OR WEEI 4 ED INTERIOR WIER NOTCHED TOP PAL(0) 40TCHED TOP PALI, CP RAI.Cc us.nARATION A OR OR (SEE SCHEDULE N SHIDE.7 7) --G)OR Ln ` ,, ''r ) (Try.) ' �'� y 1 �I. " ' ExrSnNG CLASS (2)#1 j4ZZ' SS.ToE' E WOR HEI ToC JAMB PAID !1,4.,2. INS 9 MV HUGHT TO OR 7� (TYP-) OR (OMY FOR Wl1E LrXS) g I, I (2)3/1. 1/4'0-20 scLT /rmr pop F 1/4-0-20 SO OTCWD AT mmo WEB Earrou FwL@ BOTTOU PAI@ G F 7 .250'IAAX GAP4 (4)3116- 0 FACH JAYS j L=TIW POP RVETS It �)LQCATIC41-- PACK FRONTlO 1/4'.2/4-0-20 INUMS SCRLW • yhJ 1/4-0-20 TMUS SCREIV f';::II.Y ' 7 11" �i''• ..`\ lJ S2S.S1MS Z I L Q • FROM JWBCFJ K, �1/4' 20 SCLT W1 WINGTIUr TO'B'Orrom RAILCO) L �20 SOLT W/WIUGNLJT (2)#14.2'F.H.. C-L 2'.e FROM PLATE (3)1/4"o TAPMnS OR(3)1/4'ox I 7/Is' TO BOTTOM L@I 'D \".(3�I/ed-TAPOONS OR(3)1/4-ft 1 7/16- 1 -REO P-EUMTE INSERTS TO STUD(VIDWIDTH OF _P M4. ANELLOATE INSERTS TO STUD(MVWIDTH OF STUD,2' STUD. WOOD STUD a WOOD SmO a D.2-UML NOUN&) /''', ,' - 24�0.C. ze 0.c.UAX— RECURED SECTION Q D ALTERNATE SECTION D'—D' (WALL(WALLMOUNT) RE"M (WALL MOUNT) NON HURRICANE POSITION N014 HURRICANE POSITION j SCALE:3/a*-I' v EN I SCALE-3/8- % FLORIDA BUILDING CODE (Ron High Velocity HUrricane Zone) WOOD D 0 24'0.D.um o.44167 @2017 TILTECO.INC. ASSA / BEIZEFIA H.V. a*wm SHUTTER L.C. PAWN BY SECTION Q Q 07/28/17 HURRICANECVIALL MOUNT) CONNECTION TO WOOD W/ ALTERNATE INTERIOR AMERICAN SHUTTER SYSTEMS ASSOC., INC. 12ATE POSITION % TILLIT ME.....M.M.M.,�M—A.11 4268 WES',ROADS DRIVE • LOCKING ROD H EIXATION -1—.1—..-— . —.". WEST PALM eIZACH,FLORIDA 33407 SCALE-,3/8 1 ........ PH: -2204 -(56t)209 —109 (600)432 FAX. -aMO 17 All- EB-01,671 DRAWING No ALTER Tl-I? P.I, CONCRETE OR ONCRETE BLOCK HEADER REQURED 1/4-0 TAPCONS j 1/!0 TAPC01lS_� 1/4.0 TALON —� (SEE 001SSHEEDULE7 -_�'\ f 9_a_ c­1 f�:s�N�ED-r � �-O cone (SON ij B © c }(4)3/16.0 Em ®14[2•F.H. f14.2•F.H. PACKA TO ITOP RAIL C FRO SJAS.�) FROM JAMB 7'I S*m TO TOP RAILF W/WEB 10/11// 0 RI R WEB �jiCRED♦iWEB NO:CFIEO -OP RKL C� \ TOP fir. I 1. , TOP RA0.(J ` V Us.SEPARATI •,••J i CCNC�15 OR "-+-iJ\,` CR ® CONCRETE OR I TO GUSS CAtCREIE fiIDCK CONCRETE BLOCK r(z1 sCHEDO G�\ I 0- ® W:.LL REQUIRED � _ VYLiL RE°UREG EXISTING j sHEe.7) 'J•L� J --L�� ) / \\�"'-� J`.` / ��-�•�,- "`-�.\`-.` E �� `/ — --�`.J (2)g14Y2'FH.S.S.S.M FROM JAMB L,I)lj BLADE A DR 2 14r2'F S.S.SJd. O MJD FIEIQI7 TO BRP.CE JA118 () ,,ti iROM JAMB(T TO BIAO'c OR . O MID HEIGHT TO BRACE JAMB jI fc;nr GDR maE LISTS) i �•, S, e V �. OR .250' GAPS V , F COnL �I \ E WIERNJR WEB (2)3/16•0 Al— , 'J-'\, (7YP,) j ;0-20 BOLT IV/NIfF �\ OTCHEO AT POP RIYTS I(Cd1Y FOR YI0.Pv'lE N.� J BOTTOM RMQ 1/4'0-20 EOLT W/faJG �� ^) TEFODR VIER .QF W/WEB .� cw E TT t,'OiCNEO AT •`' J 1• �e07CHID AT D BOTTOM RAIL OD / / G / CONCRETE OR `• r� \ K ` CONCRETE BLOCK— 'i/ �(4)3/16'0 OO En-JABB REQUIRED AIUWNW L ` 1 ` OO FACH JAQB POP RIYTS r LOUTION PAC4 d FROM • '- \ I D ! / IN/ /4'0-20 THUMB SCREW 1/ \\�`II CocL 11 1 �'. ` Lf/4'0-20 TNI,'L18 SCREW `\ O`, I (2)�'14.2 F.H. s.s.s.M.s. � QI CcnL /I FROM JAFAB CE: � O C.L 1/4'0-20 60L7 TI/NLYGNIR TO BOTIOLI L'✓ LI/4-0-20 EOLT W/WLNG•NUT (2)#14x2'F'H. E.S.S.M.S. (2)I/4.0 TAGCONS OR FR01d J0./0(7 (2)1/4'0.3/4'All POQa SOLID OR (2)1/4'0 TAPCO`i6 ORSCUD_SEr TO BOTTOM�.yL(� (2)I/{'Ocl 7/16'FANEIJAATE INSERTS (2)V4'0c1/7/16'PAALL II-TE INSERTS R SECTION C — C SECTION D — D FF))F..�.A"L'�'""°ram ALTERNATE SECTION D'—D' (VIALL RIOUNT) (WALL MOUNT) ,4LFT��`�S� TILL/ (WALL MOUNT) HURRICANE POSITION NON HURRICANE POSITION 1�T'• .•\r C'Y T� NON HURRICANE POSITION SCALE:3/8'= 1- SCALE:3/8'm I' SF•'.•'p SCAI£:3/e•_/' NO.44167 FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) 1 •� Q2OT77RTEC0,u\'C.. " X ASSA / BERTHA H.V. BAHAMA SHUTTER DRnw By CONNECTION TO CONCRETE ORCONNECTION TO CONCRETE OR CONCRETE . I L E C O Eec. AMERICAN SHUTTER SYSTEMS ASSOC., INC. °7/28/7 DATE Wj EXTERIOR LOCKING ROD (R) FIXATION LOCKING ROD (R) FIXATION 9 .1`4 TILLR TESTING @ ENGINEERING COMPANY 426E WESTROAOS DFIK �!Kam.00n& 1opcva,ROaia"I", 'WEST PALU BEACH.FLORIDA 33407 s�ONAt E� Fb.:(ca eT1-,yo.Fo,(-ArTI_IAI, PH (SW)432-2204 FAX(561)20B-B36D 17—1 09 e-mvE B-G006719 6OGS7ool.eem DRAWING No •.• Wn ay.n f/6LTEA 0.TILM Jr.,P.F m t5-Ote /-.y/1 FLCRRAL lie.B 44I67 SHEET 6 OF 7 - ------- ---- - - COIR NCRETE BLOC4 HEADER REOIAREO / / 1/4-.TAPCCN!S_� 1/4'0 TAPCO.NS 1/4-0 TAPCONS / (SSE SCHEDULE, / (SEE SCHEDULE / ` (SEE SCHEDULE ' SHEET �p1CyA SHEET 7) j -�\ L SNECT 7) f \ Coct f // 3 C l C / C 3 (A)VIBIA j14a2-F.K / I:r ALIP RNE I SIAME / mac•Sys• POP R,FRONT FROM JAMBf1E / FROFd JAM9 r) 1 BACK¢FROM / TO TOP RWL 1J TO TOP R/JL�C ' I G W/71EB� •'. tOTCNEB /'`�WEB E CREACRR WEB T(W RA CC `.l•� 'ti : rn ��.''1+I COVCRETE�BLOCN E OR � OR ® CONCRETE OR "�i-�.'. �,. ,--(p'OR CONCR11:1 SEPARATION CONCRETE BLOCK / ) i TO CLASS < ® WALL REW RED \�y (TYP.) WALL REWRR3 �- r(sEE SET 7)LE. �.�� pp' A OR ✓\ " \, j �C�'T^r� `. ! SHEET 7) :.�:J1 �') / \ _`��J • E / � 't:<��''. E OUSTING (2)P14x2'FH.S.S.S.U. FRCM JAMB OTC)BLADE(AJ OR'R-� -®I.IID HEIGHT 70 RACE JAMB (2)/ IMAM'FH. 13L DEi �- •ry.l,. - �� FROM JAVBOTO BRACE(JAOR(Ell �y-�_;;,'• a MID HEIGHT'10 BRACE JAMS OR A I 1 4 (CAlY FDR SN,7E UNITS) VyP.) ' '•`\ 1/�}r,) �1 F centf-(EE INTMOR WEB (2)s/16-0 Al— )0$ A 1/4' TOR WlTd4E LTTIS 0-20 EMT H/NUT NmCN3l AT / PO?FW&-M ?1 BOTTOM RALQ IJ4'0-70 F201T tt/NJT rC ME Ofl WEB BOTTOM Rai O I BOTTOM RAIL @ I! � /�FpO)P aR/+Y1scl'oS G '• �a FAittONN JAMB lOC/ .20 M% O OLO CCH JAMB CATION e. 1, BALK 4 FROM / •\Y D / \\ j 'r I j i '• 1 20 THUMB SCREtl CarA. \ I / (2)A14.2'(FE'H. I 5/ ; L7/4o-2o naue scR r \v D / I O FROM S.M.S.�iJ / O I O \ FROM JMIB J d CcnL / 1, TO BOTTOM L D •� I 1 S f/4'0-70 BOLT W/WA'RIUT U \-1/4-6-20 BOLT W/W4NfJM B.S.)S.M.S. F.H. CONCRETE OR / S.S S.M.S. [4\tRETE BLOCK— / ' 2)1/4'0 7/PC0.Y5 OR FROM BOTTOM of REO,AREO (7)t/4.0.7,8'ALL FOMT SOLID-SET OR J- 2)1/4"0 TAPCOLIS OR TO BORO!d WllL n0,, (2)1/4'0x1 7/1C PANE1dNTE MSERTS I2)i/4"oil/B.ALL POTtf SCUD-SR OR (2)1/4'0.1 7/16'P6NEUJATE INSERTS SECTION D / (tiR a T/ � ALTERNATE SECTION D'-D' (WALL MOUNT) HURRICANE POSITION 1' � •' RR MOUNT) SECTION C — C % SCA E 3/8'= I' �`CE�S ..�9 2 NON HURRICANE SCALE:3/8'_ 1'CANE POSITION tc pvAu MOUNT) FLORIDA BUILDING CODE (Hon High Velocity Hurricone Zone) HURRICANE POSITION ? No.44167 ? 02017 TLTELD.LNC SCALE,a!B'-1- 7k E 7¢ : ASSA / BERTHA H.V. BAHAMA SHUTTER 0rw`ti BY CONNECTION TO CONCRETE OR CONCRETE BLOCK s' 07/2B,,7 \(((��V 11 L 1 E C C(N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE W/ INTERIOR LOCKING ROD (� FIXATION ^� D�j r�P,fLT`` TILLT TESTING&ENGINEERING COMPANY 4263 NCSMOADS DWn f A ID\y ,1 va tlr.»n tt s..m vAcra ucco4 ncxrl.vla0 rFST PALM BEACH.FLORMA}7407 M G�� Rv+:L1105MT1-tsb.re:fY)n1-qTt PH:(8C0)432-2204 FAX:(561)200-8£80 )7-)09 n-mad:tat—God.tem DRAMNG No EB-0005718 NR WALTER A T1UR Jr.,P.E /a/I FLOWDA Lie./44187 SHEET GA OF 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 MULTIPLE UNITS ELEVATIONS B CAS I : WALL MOUNT B C]LSE II :WALL MOUNT B CASE III : WALL MOUNT BAHAMA J SHUTTER J ELEVATIONS i I—vr�w--I iii w�w�w—{ DOUBLE UNITS 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(B� FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE POURED CONCRETE * �Q 44167 RATING WOOD OR (P.S.f.) SOUTHERN PINE No.2 CONCRETE BLOCK ° +45.0 —55.0 12" 7 1/2" �ssNAL G� ''1°° r-I I & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) p2017 TLTECO.NO ASSA / BERTHA H.V. BAHAMA SHUTTER LC oaawN 6r AMERICAN SHUTTER SYSTEMS ASSOC., INC. 67 ATE" TILLIT TESTING&ENGINEERING COMPANY 4288 Y/ESTROADS DRIVE "r" tw a.S:.xs vatcw u¢Gi rtccG vve Y/EST P.LL"BEACH.RDADA 37407 (800)432-2204 FAX-(461)209-8380 1 7-1 09 e-ma9:GRloo4J.icI. ORAYANG No EB-0006719 'MLTER A.TIWT Jc.P.E 4In o-am n/a/: SHEET 7 OF] RCRTIA Lk--0 4416T