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HomeMy WebLinkAboutProduct Approval Diane Phillips 70015 Indian River Drive Fort Pierce FL 34982 OPENING WIDTH HEIGHT #1 55" 55" #2 55" 55" #3 40" 41.5" #4 40" 41.5" #5 40" 41.5" #6 65" 55" Diane Phillips 7001 S Indian River Drive Fort Pierce FL 34982 Rear 9 � �1 K) #1 #2 Front n SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links ! Search f fblida Product Approval USER:Public User IN Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL8523-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. 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 12/31/2018 Validated By John Henry Kampmann Jr. 121 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 Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 10/13/2017 Date Pending FBC Approval lb/17/2017 Date Approved 12/12/2017 Summary of Products FL# 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 FL8523 R6 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-109 BERTHA H.V. BAHAMA Impact Resistant:Yes SHUTTER.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D",Wind Zone 1,2 and 3,Max. Created by Independent Third Party:Yes width is 42"and Max,height is 96"for+45,-55 p.s.f.ASD Evaluation Reports design load,Max.width is 120"and Max. height is 70"for FL8523 R6 AE AMERICAN SHUTTER SYSTEMS ASSOC., +45,-50 p.s.f. INC. DRAWING 17-109 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Naxt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval'Accepts: R 5;;;q M Credit Carts Safe GENERAL NOTES: 1. 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 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"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 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 8.1, B.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 337. 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 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 ON A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 1.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME I ,V OR QE 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. 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. - 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, 1/4"o TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS 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, JJJ2A��� Se)'ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE - 1/4"0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. RPL• T14� ROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Q• ,.••""..... T THIS DRAWING SHALL ONLY BE USED TO B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR; R OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4"' &7 'y j FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) B.2) MINIMUM EMBEDMENT OF 1/4"0x3/4" ALL POINTS SOLID-SET ANCHORS INTO POURED 7E: �' 7 7� t CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL p2nn TILTECA,NC. L.a BE ENTIRELY * ASSA/ BERTHA H.V. BAHAMA SHUTTER DRAWN BY EMBEDDED. STATE OF NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SH •pt°(OR)QP, ��+����, I L ECO 1Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07D�ic" 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO s '•• •• rte}\�.� TILU7 TESTING! ENGINEERING.COMPANY axes"ESTNe^Ds wavE `S1�1Va1 EN I',,I ew M.. wrx�vaoott rtam avers WEST PALM aF"'MRIDA 374D7 17-109 T"�(30)II(30)III-I'll- ,I PN:(800)432-2204 FAx:(441)209-4380 •.:•/•''' a-moBi GllecaOoN.00m DRAWING No ER-OOG8719 m.u coomoll WALTER A iRllT J"P.E. DooItraee Tl.E/� SHEET I Of 7 aaRmA 114.j N167 ..302" in o 0 078' 5 -z�,, -9 10"—9 10" .213" T_ I C -41.47- .2 '1" —2.330'------- '000, G, I I n 625" o !AO.- .080" .045030 0 ll;� l osv I 1p .078" c' 7:2 RAW —.071" (TYP.) .187" e 2.557" a7 oI '.05" I a1.625" 1.700"--+ ips L-2.000" �--2.125- (±.020) 8* u) �2.972"- J_ GO In LOUVE —.324- " o 9-HIGH VISIBILITY 114- B.O. FEMALE HINGE —1.820— BLADE LOUVER BLADE 6063-T6 Alum. ALLOY 6063-T6 Alum. ALLOY TOP RAILIMALE HINGE BOTTOM RAI —2.000" 1o`, 1.250" --•1.250"---- nVIEW 1.2,90" 2.330" HOLES- o T o 1--4.000" min. 0. EQ. u� lo 7 _T o 11 '010, ,u) o c� T 0 0, 1, .n�125" to i C) .093-- 9/16"o 1/4"O-2W" LONG ±30" o? cq J tq S.S. THUMBSCREW OR Min. HOLE 3/8"0-16.1" LONG o i Z J o a ACETAL THUMBSCREW. Min. c! LOCKING ROD AT EXTERIOR FIXATION HOLE 9/1 6"o Min. HOLE (�)_PRE—PUNCHE Go CHANNEL (2) 1/4"0 (3) 1/4-0 __10" Min.— CENTER MULLION HOLES HOLES lo !C- -1.997" —=---Ez* VIEW BLOC 1/4"0-20KI" LONG ±30' woo S.S. THUMBSCREW OR 3/8"0-16x "0-160" LONG VIEWS ACETAL THUMBSCREW. cs, a .085"— 1-- OH LOCKING ROD ATINTERIORFIXATIO 2!>, o"901 J_f ....... o c'I + GO m I Go mT k TILI;3, TJ 0 .875- SERRATED TUBE 17 SERRATED TUBE T_ 940"— So"_,$ N044167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2017 TILTECO,INC. INSIDE ARM OUTSIDE ARM L.C. w ASSA BERTHA H.V. BAH" SHUTTER CAMEL BACK HINGEw DRAWN • Z 0?/28/17 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE COMPONENTS TIWT TEST/Nb h ENGINEERING COMPANY 4268 WESTROADS DRn SCALE: 3/4' = 1 WEST PALM BEACH.FLORIDA 33407 Pjl�(eoo)432-22D4 F�-(561)209-&UO 17-109 DRAWING N. -f-4nF7 231006719 -I - WALTER x TILIT 11,P SHEET 2 OF 7 A (A) (CONT.) C 5,6 B (CONT.) D 5,6 (, (CONT.) A OR AT �} (coNr.TYP.) / �.—._ / �C/5'6 B (coNr.) ®D/5 6 (2) #14x2"F.H. o o D'/5,6 (2) #14x2" F.H. < S.S. S.M.S.���� S.S. S.M.S. FROM JAMB CEl_ _ ^—� FROM JAMB n\ o \ o e --- TO TOP RAIL C - - .-- —. i TO TOP RAIL C o —_.__ .(2) #14x2" F.H. .. __ .�. ° I --.._.... __ _ (2) (S.M.S. F.H. i S.S. S.M.S. I'- } l-- FROM JAMB T---�- S.S. S.M.S. I L' TO TOP RAIL C r TO TOP RAILFROM JAMB �C I - I r F 2 1/8" Min. J 2 1/8" Min. 2 1/8" Min. L i i �1 2 1/8" Min. r BLADE BLADE PENETRATION PENETRATION n PENETRATION tr- 4- -L -- — , BLADE D PENETRATION w !- + _4 F 1 m ,� w �� L 1. _J E` w. 'E I T W �.- ... 1 J N '�.� IF .. T. .. -T n (2) ''19x2" i 1 2) #14x2` -� w F.H. S.S. SJ S. � F.H. S.S. S.M S. w I FROM JAIAB E T01 ' T FROM JAMB 46 TO O (2) #14x2• 2J.#14Y2" N BLADE®CR r T ± BLADE(ACR`Ry F.H. S.S. S.M S. .H. 5.5. S.M.S. W ® MID HEIGHT _ �"� _i _� M MIO NEIGH a FROM QJAMB E 1C f- .........._ ._.._ J FROM JAMB r)TO v TO BRACE JAMB I .1 1 TO BRACE JAMB BLADE H Q2 L BLADE(A)OR T'{ ZZ ® MIO DC I J ®MID�IEIGHV '� j- T 6 TO BRACE JAMB r TO BRACE JAMB f— i t -I a. F -moi a B/4 r -4 1. _ L._ j N SIMILAR ` 1 T -J B/4 i !._ - T _J + r 1 (2) #14Y2'F.N. i- / 1- A/4 ;' A/4 _ A/a- --;f-1.2.).1.1.4.12.* SZS 51.MS•F.H. 41.. F- 1 Ss. S.M.S. - - B 4 I FROM JA)AB CI ______ ° / t FROM JAMB Q• L L B/4 TO BOTTOM .- —./ ° ---'-- TO RUTTOM RAIL(-D) SIMILAR RAIL ,'' / I D)(CONT:) � • `GJ (2) #14x2'F.H. f- y�-(2) 814.2•F.H. (r• "W" (SEE SCHEDULE SHEET 7) "W" (SEE SCHEDULE, SHEET 7) -'1V" (SEE SCHEDULE, SHEET 7)---) S.S. S.M.S.^ - .. I S.S.S.M.S. LJ FROM JAMB n _ _ FROM JAMB 120" Max. WIDTH—_._-. — .D/5,6 TO 801TUM �.^ is Bo1TOM ML(7 C/5.6 RAIL HI D � Gl WOOD SUBSTRATE D'/5,6 h •1V" (SEE SCHEDULE, SHEET 7) T ,�� i B'/4 C/5 6 D/5.6 B'/4 D'/5,6 I SIMILAR_ WOOD SUBSTRATE (2)#14x2-F.H. --- -- + - —® ss,s.Ms. --------- --A/4— a A/4 A/ A/ ss#14x2 F.H. ,/ FROM JMABv i -- - S,S. S.M.S, I j B 4 TO BOTTOM -____--_. _ _ __ • FROM JAMB _ B'/4 r 1 SIMILAR RAIL U _ TO BOTTOM RAIL!`D) 8 � � L'.:J O(CONT:) I �-. .. __._._ • i� (2) #14x2' F.H. �- �(2) #14x2•F.H. V I "W" (SEE SCHEDULE SHEET 7) "W" (SEE-SCHEDULE, SHEET 7)--41 •1V" (SEE SCHEDULE, SHEET 7) S.S. S.M,S.—�:.._ 1 I S.S.S.I` `J FROM JAMB OE • •FROM JAMB QE C/5,6 ---120" Mox. WIDTH TO-BOTTOM ---- TO'BOTTOM RAILQ ..A......, D/5,6 RAIL) 4 H� G •"�A T! CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 G -"W" (SEE SCHEDULE,LE, SH ETi 7 — __— I P�� ��r MULTIPLE UNITS: CASES II & III `�\CEN,S4:. `iT= C/5,6 D/5,6 FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) D' 5,s No,441.67 ' CONCRETE OR CONCRETE BLOCK SUBSTRATE / *: ®eon mTEco.NC. La SINGLE 'UNITS: CASE I # .: ngSA BERTHA N.V. BAHAMa SHUTTER DRAWN BY __ IILIECOIImc� \ AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07DAATTE ELEVATIONS FOR INSTALLATIONS WITH �'`� �\��LA``� 191ax TESTING ENGINEERING-COMPANY'C`OMq�Ce WEST4268 17-10e EXTERIOR LOCKING ROD (H; FIXATION�?, °� ����� _ _ - rAI//xlAr1 Ee-00087!5 DRAWING Ne N.T.S. WALTER A TILLIT Jr,P.E aD�'�•� t �' m 'SNEET D OF 7 FLORIDA H°. .11167 d A J OR 1, I� (C-)(CONT.) C 5A=6A (B(coNr.) D 5A,6A C (CONT.} ��,oR(Ail (CONT. TTn.) / ' ®C/5A,6A (covr.T,P) O(CONT.) ®D/5AAA (2) #1422 F.N, o D'/5A,6A (2) #14x2"F.H. o -- a D 5A,6A S.S. S.M.S. S.S. S.M.S. FROM JAMB CEIFROM JAMB t �. •� o -- TO TOP RAIL U - - �.(2) ® TO TOP RAIL(g _ ,4x2'F.H.-,I i ! / � (2) #14x2"F.H. S.S. . S.S. S.M.S.L S. FROM JAMB % = FROM JAMB(E�, TO TOP RAIL C - T i -� I TO TOP PAIL(g) t r / N 1 2 , 8" Min. L L J / 2 1/8" Min. 2 1/8' Min. I I-- � � .- I 2 7/8" Min. BLADE BLADE I BLADE _.-- - T --'a -. BLADE PENETRATION r PENETRATION PENETRATION T-- _ T '�'. 1 }.. PENETRATION E J E _ E T J E 1 T_ !' _I o ^ -I O (2)#14x2' I _._..._ 1 J .I �2)#14x2' N L J w F'H:SS SMS _...__ i T. .H,ss.SMS. w -{ U FRCbd JAI+H E 'T L--_.� T.. w: (2)#14x2' r (2}#14x2' �^ HJIDE(y OR r- T.. _. .,.. "1 91�E'.(� E TO v F.H.S.S SALS _ H.SS.SM.S w MD Fflgif = B.AI)E�DR T •---• aAlYc�oR` w L ' c--� T ro MICE:JAMB M Z FROM 0 L_JAMB _ v TO ERME.JAMB ®MD FDCNT I- j ®MD HBt3fT � Y" T �� - � oa. TO BRACE JAMB - I TO IMACE JAMB _ -?- I _ y a B/4A — LJ N SIMILAR - 1. ! _I B/4q (z) #,axz•IF A/ -� A/4A � A/ -+ A/ _ 1 �# F- -I 5. S FROM 5.S.M.S. � --- - SS (�i B/4A -� FROM JAMB '" _::�¢____ _ BOTTOM RAILCD>]SINIUJ2PJ B/4A TRIOfL 6 'CH)< I �f I (CONT.) "`" �r% (2) #14x2"F.H. L— _�r5?S.s.is'F.H. I `( "W" (SEE SCHEDULE SHEET 7)--�-'1N (SEE SCHEDULE, SHEET 7)!-W" (SEE SCHEDULE, SHEET 7) SS. S.ALS.-� - - _ _ - �___.._' FROM JAMB I 120" Max. WIDTH— FROM JAMB U •-- ---- -- /--� TD BOTTOM�RRAILCd,I D/5A66A RN`OTTOM Hl • C/5A,6A WOOD SUBSTRATE — / (l ,J 'C_• ,J •_�— .� "W" (SEE SCHEDULE, SHEET 7)— _, t I i B'/4A C/5A,6A D/5A,6A B'/4A _ T , SIMILAR D'/5A,6A WOOD SUBSTRATE (2) s.s#la A/A/4AA/ 4 (2) #Saxe"F.H. / B'/4A - FROM JAMBC _ ____s___ F S.S. .M.$. B'/4A TU BOTTUM • e" ,, ! J FR JAMB(Ei "-1 SIMILAR RAIL�bj 1 f.'� I !—"-'..-'"'" - • TO BOTTOM RAIL(0) ® T- - •� 1 lr 1 ...-"YJ' �! I J D i(CONT., I � (2) #t4x2"F.H. lu) }-- (SEE SCHEDULE SHEET 7) t- tms-m 2) #14x2•F.H. U }--"W" (SEE SCHEDULE, SHEET 7)-{�-"Y/" {SEE SCHEDULE, SHEET 7)-. S.S:_S M:S. •I- _TOBO QM ` BO OS.-'is.-CE) EI L u - 120 Max. WIDTH - D/5A,6A RAIL( 1� OD, H J '//'����������i C/5A,6A CONCRETE OR jQONQRETE BLOCK SUBSTRATE D'/5A,6A w" (SEE SCHEDULE, SHEET 7) 1, Q��EpA MULTIPLE UNITS: CASES II & III Al or C/5A,6A D/5A,6A i . 9? FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) D'/5A,6A No � ®1017 TILTECO,INC. CONCRETE OR CONCRETE BLOCK SUBSTRATE ; ,} 44167 3 ASSA./ BERTHA H.V. 13AHAMA SHUTTER LC. DRAWN[nf -o 07/28/117SINGLE UNITS: CASE I 9 1 L E C O N c: AMERICAN SHUTTER SYSTEMS ASSOC., INC. oArc ELEVATIONS FOR INSTALLATIONS WITH �.�F,��y�� TILL S NCN'8�NGNEER�N COMPANY (Sf ,2 eEA ORIDA4 FAX- ��BJea 17_109 INTERIOR LOCKING ROD R FIXATION — ° Q A�' � ,I� —.T.LIDeeuOod<om EB-0006718' opAWING No ,vv,,ER A."LUT Jr.iiaPi E. aL,o-ml Tom, N.T.S. rtOROA.Ux./. sNEEr dA or 7 CONCRETE HOLLOW BLOCK__., REQUIRED ® CORNER (Typ.) `\j 2" x 4•WOOD_ STUDS REQUIRED W CORNER CTyp.) / 3" FOR TAPCONS (2) 1/4TAPCONS OR �3 1/2' FOR SOUD-S / 2\(Afn. E.D. '0 Min. E.D. (2) 1/4"0x3/4"ALL POINTS SOLID-SET OR (2) 1/4'0 PANEL MATE INSERT I j W/INTERIOR WEB {C OR ® [L�W/ INTERIOR WEB _ . OTCHED AT (4) 3MINUM `(BLADE •) NOTCHED AI _ �� / 80TTOM RAIL(GJ ALUMINUM c ' BOTTOM RAIL`�D, r i POP RIVETS 16•x2" SLOTFe BACK &FRON t __Y�� ___ _ (3) 1/4"a TAPCONS OR __ r----- � _�.���- � -----' �--- ________ __ -----� 3) 1/4'0x 1 7/16' PANELMAIE G — - --— -� -------- J---- - - -- �---- t— — --- --__ _ —`------1 SF.RTS TO WOOD ---I _ _--_—_____ a-s4asacsmL' - -'- ----- -------------------- I -- --- ---------- ------------ '-�------- -_�ar»um -c '�l - (2) #14x2" FH..S.S. S.M:S. L — —__— ---------- -- _ _+---�, ------- ---- — ----J (2) #14x2" FH. S:S. S.M.S. FROM JAMB(vTO BOTTOM RAIL v — - — ---I FROM JAMB 6TO BOTTOM RAIL 103 + (2) #14x2" F.H. S.S. S.M.S. E ---z1/4'AOT•—..� I (D W/WEB— T MADE'P/6atE�minoN`I E .1 (2) 014x2" F.H. S.S. S.M.S. 1�� LD-'ADON Q FROM JAMB E TO BLADE(�A OR ET FRO JAMB T TO BLADE JAM �1) NOTCHED AT r THUMMREW LOCATION® MID HEIGHT TO BRACE JAMB 4'THUMBSCREW LOCATION BOTTOM RAIL(B) SECTION A—A CONT. ® MID HEIGHT TO BRACE JAMB SECTION B'—B' PSN SECTION B—B (2) #14x2" F.H. SCALE'3/8' 1- l�J OR (� (2) fj14x2" F.H. (N)TC INTERIOR WEB c S. S.M.S. y/ E S.S. S.M.S. 7(E W/INTERIOR WEB 2"x 4'WOOD CONCRETE HOLLOW BLOCK NOTCHED AT FROM JAMB�� OTCHED Ai—. t(EtADErep.) FROM JAMBE ( NOTCHED AT y STUDS REQUIRED REQUIRED 6D CORNER (Typ.) BOTTOM RAIL CbJ; TO BOTTOM RAIL @ BOTTOM RAIL G' TO BOTTOM RAIL @\ BOTTOM RAIL® 5 CORNER (Typ,) 1 Irex /e• { / ; A/ ztE PAWN PENET BLADE PENETRADONG j. --_--- -- --- ----- I �..•.. _�__A_}N111Nw_ -- --------------- ___-__-_ -_ _ _ _ __ __ __ _ _ __ ___________-,., --y_✓__ ___—_____--\�.. �i .. r _� _� �----------- -- �Re m" I i k Jl _._ ______ L'_ --- -_--____ — _—__ _____ �__- I sO C _- l> I____ .._I n �p xt" LONG SLOT :I - I' •• (4) 3/16.0 I" Do. ':6/16'x2 . 1: H ALUMINUM ������J 1/1 0-20 S.S SLOT y THUMBSCREW (r POP RNEiS ` I '�•" � I xt" LONG ` O CONT. ; ` 'THUMBSCREW I 4 THUMBSCREW •. 1 "EACK & FRONT' ) t 121/4 9Lai LOcw, l .•f t k LDc4nDN 0 r '•(2) 1/4'O TAPCONS OR f I' (3)1/4.0 TAPCONS'OR---•-y .(2) 1/4"0r3/4'ALL POINTS � - ` . ,- �. :, (3) 1'/4'0 x 1 7/16• �• SCUD-SEL OR 1;,11L'iAAriii 1 �. . 1/4"0 ANEL_MAIL• INSERT (1� 111T444n11j�A TO W PANEUAATE INSERTS OOD. . .. 11 p; FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) ELEVATION Al NO,44167 Q2017 TRTECO.INC * ' * SCALE:3/e'- 1' ASSA / BERTHA H.V. BAHAMA SHUTTER oRiwN BY 07/28/17 rA)p AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TILLIT TE8TIN0&.ENGINCEflINO COMPANY 4268 WESTROAOS DRIVE Im H.�Xa,a'x-ms rimu�]sue WEST PAl1I BALM.rL00.10A JJ{D7wPH:teD01432-2204 FAX:(561)209-8380 17-109 - .06 9��^ �,, R RAW„D He WADER A.TILUT.Un•P.E,RCAYDA Iia .44,147 ato u-ale /1 - SNEET 4 OF 7 CONCRETE HOLLOW BLOCK- REQUIRED 0 CORNER (Typ.) 2" . 4' WOOD STUDS REQUIRED---' 0 CORNER (Typ.) x" L < 3" FOR TAPCONS - S.LD_S 2" E.0_( 3 112 FOR(2) 1/4-0 TAPCONS OR 2) 1/4"00/4"ALL POINTS Min. E.D. SOLID-SET OR OR (2)11/4-0 PANEL MATE INSERT I— WEB 4 CR 0 (E)W1 INTERIOR WEB (4) 3/16-0 NOTCHED AT [!.OWTC.E.AT �(B-ADE TVP:) BOTTOM RAIL ALUMINUM C BOTTOM RAIL Pop SLOT / T_ BACK & Vx2" 5/16"x2"m 557 -s,Lo, (33) /4:0 TAPCONSOP, ------ ----------- -------- 0 x I PANELMATE INSERTS TO WOOD (2)#14x2'ROJ--- -- ----- T-4G - --- - ------- ------- - '-.*__ __ __ __ 11 g ;- --�1( ) F.H. S.S. S.M.S. (2) #14x2" F.H. S.S. S. S. —----------- To BOTTOM RAJLkoDL-------- lFRFROM JAMB(E)TO BO ; L(3D O, JAMB @ + (2) #14x2" F.H. S.S. S. V/ 2 /s, (2) #144" F.H. S.S. S. W1 WEB----------- f LADE'PENET"PA*130N FROM JAME30E TO BLADE NOTCHED AT --- FROM JAMB(VTO BLADE bA"OR-@) 0 MID HEIGHTO BRA JAMB 10"THUMBSCREW LOCATION & La 0`MUNbSCRE.LCCATION— J+ BOTTOM RAIL OD SECTION A 0 MID HEIGHT TO BRACE JAMB SECTION W-8 _ PLAN ♦ CONT. SECTION 8- (2) #14x2" F.H. SCALE:3/8" V (2) #14x2" F.H. CONCRETE HOLLOW BLOCK (91 W/ INTERIOR WEB `I-S.S. S.M.S. - @ S.S. S.M.S. 0W/ INTERIOR WEB NOTCHED AT— OFW/WEB ( NOTCHED AT FROM JAMB 0 NOTCHED AT—, OR FROM JAMB(____ E OTTOM RAIL STUDS REQUIRED REQUIRED 0 CORNER (Typ.) BOTTOM RAIL TO BOTTOM RAIL(j� F E) \I. 2" . 4"WOOD (E f BOTTOM RAIL(0_ TO BOTTOM 7 A 7 RAIL 0 CORNER (Typ.) P Ir I L qm2e,ples- 2, 5/16..x2' '4" RUDE I., SLOT 11 / 0) SLOT G - ---------- --------------- :za- ------------ - ------------------ ---- ------ -zi 1---i-a 2af. -20 S.S /4"0 .0 .1'LONG' -20RS.S.: THYMBSCREW. ALUMINUM 1 -XI" LONG POP RIVIETS. C (4) 3;,16 ONT. 'BACK& -RONT'' r SILOr LOCAT*N sw LoaTioH . (3) 1/4"0 TARCP 61s OR--:] (2) 4 TAPCONSOR' (2) 1/4"0X3/4"ALL POINTS (3) 1/4"0 x 1 7/16' SOUO-SET OR PANELMATE INSERTS TO WOOD .(2) 1/4-11 PANEL MATE INSERT FPA.T FLORIDA BUILDING CODE (Man High Velocity Hu icane Zone) f, No.441.67 ELEYATiot4 Al Q2017 TILTECO,INC. ASSA/ BERTHA H.V. BANANA SHUTTER a I-C. semi:3/8,- I. PAWN BY pr 07/28/17 /TlLrEC0m,.\ AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TILUT TESTING&,ENGINEERING COMPANY —.. -1.1 ", WEST A"W BEACH,FUMDA 33407 17-109 )­­­ PH:CBD03432-=4 FAX:(56i)209-IlUO VI-0. NAL WFWR.ALTEREB-MO67 DRAWING No A.11LUT P.rAAn U.0 SHEET 4A OF 7 WOOD HZ4M WOOD HEADER REQUIRED WOOD HEADER REQUIRED REOURED -0 TAPCONS -0 TAFCONS (1/4 �/4 1/4 TAPOGNS SEE SCHEDULE SHEET 7) SEE SCHEDULE SHEET 7) (SEE SCHEDULE SHEET 7) 1 13 Com. (9>7 014.2-F.H. JAMB(e, TO TOP RAIL:, S.S.S.M.S. /14R2"F H FROM TO TOP RAX- -C, OC INTERIOR WEB OTCHED WTMR%Es F TOP RAILICJ OP T PAIL C Mb Mi. SEFARAIO O ® ' 1 I \�-'��✓`.r-AO OR R T0 CL..SS SHEET 7) (SEE SCHEDULE OR (rip.) '1 i (TYP-) E GLASS—, Z 21OM1,2'FIE S 5 JAMB (2 #14x2'FIT] SS SM ETD HEIGH 70 BRACE OM JAM13TO BLADE(A OR 0 MID HEIGN (a 7, cT TO SPACE JALIS 7-- 7E. 2)1 ORO '1 1 I Ih '�4 �,� ; EENTES) 2W MAX.CAP C-L OR E ENIMOR WEB (2)3/16-. BOTTOM PAIL 1/4'0 CHED AT pop WETS: AX FOR r__DD� LITIPLE LINITS) -20 DOLT /NUT '5D, Gp 1/4"--20 BOLT W/NUT 7=� I aTf 1 OFW We _%GR W ./Hr AT BOTTOM L BOTICAE RNL@ Q �F,vol T-7 PLATE (4) I.GrATION RED'. QV EACH JAMB ALUM Um POP RM 0 o�&ERG 9 C: r C-L 1/.'0-20 THUMB SCREW( s /.-0-20 Me 2 .2.F.H. I Le #14.2'F.H. SCREW tj 4 M.S (D 11t 1 TO jZ6 v C-1 Com \-114-0-20 BOLT W/WNGNUT TO EOTTGU 0. (2)114.2'F.H.1 0-20 BOLT W1 NGNUT E. FFIIJI�'llj'E) -0 TAPCONES OR(3)1/4*09 1 7/16' (3)1/4 TM 01.1/11-1 7/16' TO BOTTOM W000 PAWELMATE INSERTS TO STUD(uiDMWM OF SLE (MI OF WOO at it —,2•— WOOD SND G 2'WN.NO 24"0.C.PJArL. woca srw o_/ STUD. mm) REGUEREEL, 2�'0.C.WX SECTION Q C RCOUROD SECTION Q PEOUIREED (WALL MOUNT) (WALL MOUNT) ALTERNATE SECTION D'—D' WALL MOUNT) HURRICANE POSITION NON HURRICANE POSITION NON HURRICANE POSITION SCELLE-.3/8- ......... SCALE-.3/0-— I- SCALE:3/8' \�13EEE vp-- FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) 441 Q2.017 TIVECO..INC. SHUTTER L.C. CONNECTION TO WOOD Z EXTER110114 0. ASSA / BERTHA H.V. BAHAMA — DRAwm By LOCKI Q ROD R FIXATION z AMERICAN SHIM. S ASSOC., INC. DATE ER SYSTEM 07/-,8/17 TEL.—PANV 42611 WESrROADS DRWE ............. liplt m Wt—O`-L— A— WEST PALM BEACH.FLORIDA 33407 ,'-w - PHI(600)432-2204 FAIL(561)209-8383 17-109 ---- 411 EB-06710 1 1 ert DRAWING No WALTER A.111.117 Jr,,P.E FLORIDA Lk,.1 44167 f I SHEET 5 OF 7 Wo.)HE WOOD HEADER REQUIRED SECURED WOOD HEADER REQUIRED e- 1/4-0 TOCONS /4-0 TOWNS (SEE SCHEDULE SHEET 7) !SEE SCHEDULE SHEET 7) 1/4-0 TOCONS (SEE SCHEDULE SHIM 7) B C-L C-L Flo © c (4)3/ill'o #14.2*F.H. 1� {`l,'" LI' I� pu.z B.S.SIM 5 ss,S.M.S- FROM JAMBE FROM JAMB(aE TO TOP RAIL(0 E INTERIOR TB -@iNTEmoR we �OTCHEO NOTCHEDOTCNW Top RAIL C TOP RA C 7W RAIL iR TO GLASS 'SEE SCHEDULE (rrp 7) SHEET OR EXGTING GLASS__j Qj _.(2)0 MID HECHT TO E #14-z FROM JAND N X (2)414.2'bHl OR FROM JAMB T 0 MID HEIGHT to uFAcc JAMB VC'S OR (TTP,) OR Q�) % (TYP.) -C:LILE I OR E INTERIOR WEB (2)3/16*..-- NOTCHED AT Op All- (MY FOR ULLTnE UWS) 1/4'0-20 8CLT W/NUr, (T BOTTOM N�Xcp') 1/4'0-20 BOLY W/NUT FW c- c H, Old AU 'UT&W.AT I G G earrom RNLcq) MAX GAP dK .250- (4)3/16. ALUM NUM 0— JAME, a EACH�ms I LOCATION POP RIVETS I i� LOCATION BACK&FRONT /4*0-20 THUMB SCREW 2) 2'F.H. -S U.S. FROM�AMS fd La �D I S. Dom /4�*-20 THUMB SCIRE, 114� 2'F.H. 010, 16 II 1 C.M. ContZ-.4- 1/4-o-20 BOLT W/MNG14LCT TO BOTTOM \-1/4-6-20 DOLT W/MIIG14W H. PLATE To.111, `�(P3)11,VO TAPCONS OR B&L@ REO'D 11 /4'd TOCONS OR(3) 114�0,1 7/16' ANEt.MATE INSERTS TO STILD(WOMOTH OF ON'A L (3)1/4'ft 1 7/16* FTRG BOTTOM WOOD B.S.S.M.S. moo SIUD a D.2" h.Tmm-L) woo STU sm 2-Mu am.&) �Y�1 '� I;j L "U. �4'0.C.kWr-/ 24' 1`M:�/ REOU'wo SECTION D D REQUIRED ALTERNATE SECTION D'-D' (WALL MOUNT) (WALL MOUNT) ............ W,k T,4/;:�% NON HURRICANE POSITION NON HURRICANE POSITION SCALE:3/8" 1' SCALE-3/8' FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) W SC, 24-10) C,O-AQX.-/ oQ2017 TILTECO.INC. REQUIRED . W 44167 LC ASSA BERTHA H.V. BAHAMA SHUTTER SECTION C c DRAWN BY (WALL MOUNT) 07/28/17 HURRICANE POSITION CONNECTION TO WOOD W/ ALTERNATE INTERIOR IILIECOI... � AMERICAN SHUTTER SYSTEMS ASSOC., INC. DAs 4268 YES ORK TiLUT TESTING&ENGINE I WEST SCALE-.3/6• 1• LOCKING ROD a) FIXATION ....... PH:(800)PALM EACH,FLORIDA 33407 "14 432-212304 FAX:(560209-8389 17-109 1 - 1—1 — - DRAWING No ES-000671 WALTER A.TILUr P ri F"i SHEET U OF 7 I I CON ON CONCRETE BLOCK WADER PEOU REWRW 1/4.0 TAPCONS.—� / 1/PO Uf•CO115__ / 1/4'0 TAPCONS / (SEE SC14COULE (SEE SCNWULE (SEE SCHEDULE ON SHEET 7) / i �C6'L ON SHEET 7) 8 COOL ON'"im 7) o- ©, s / L �(.)3/16'0 (14K2•F.H. / #14.2'F.N. J S5.S.M.i / S.S.S.M.S. (POP RIKIS / FROM JAMB FRO11 JANE(EI + BACK 4 FRONT TO TOP RAILV j TO TOP RAIL FC/ E))IN1E71fOR WEB F W/WER ,`, (7OIf AT. / E INTERIOR WEB NOTCHED Aj GICHED TOP RAIL(o1 .!; ` iGP HAL / ` TOP-RAIL I ' \ CONCRETE OR j CRETE BL OR Min.SEPMATION �"-'J CONCRETC BLOCK CONCRETE TE OR'� •. (SEE SCN TLE I A WALT REpARW^` �. (TYP") WALL RECLINED SHEET]) (T'P•) '`\•""+c�A'`' l`J / Via `\ E COSTING 14,2'FH.SS.S.MS. FROM JAMB(E)70 BLAOE�ORG � (2)0144 2"E.H.s.s.su.. l� ^ D HEIGHTY 0 BRACE JAlAB �"'° FROM JAlAB(E)TO BLA05(ALOROR , 0 MIO HEIGHT TO BRACE JAMB (TYP") 0.4 A "q-tee \ ( ONLT FOR ST.. NL15 ,. ,, O rol 150'VAX..GP ry JF-1 F]Cool. ) ID '•. , �INTEAIJR WEB / (2)3/16-.Nom,.. . TYP.OR A (!DILLY FO4 YL4TRLE UIUR 1/4'0-20 DOLT W/Nu `\ •""�',' NOTCHED AT / POP fWEfS^� `` ( ) ) ®„� F30TfON RNID '. 1/�0-20 DOu x/MIT- `.�,., `, �OTTOM IRA WEB 4a0TWd1F0 AT eo ou°RaiQD JI' BOTTOM RNLCOJ O :1 EG CONCRETE OR / G K \•\ CONCRETE BLOCK (4)'3/I6'O J 0 EAIAI JAMD ` - — REOUIREO j ALUMWLIM 111C/IION �\ , OOOEACH JAMB /POP WETS � '\ L BACK D FRONT 1. \ CATION 1 1/4'0-20 THUMB SCREW Y I I \ 1/4'0-20 THOUS SCREW ''\\ j O V (2)>114a2'F.H.-' , 1. D FRO S.M.S. I Cool. FROM JAMB(v' O \ C t. \-1/4'0-20 BOLT W/WINGNUT 10 BOTTOM MLQ) ^ /; �1 '0-20 HOLT W/WINONUT (2)/14.2•F.H. S'.S.S.N.S. (2)t/4'P TAPCONS OR FROM JAI.IH (2)1/4'0rJ/4'All PWAf SOLID-SET OR (2)1/4'0 TATN:ONS OR TO BOTTOM L@ (2)1/4'0.1 7/16'FANELMATE INSERTS � (2)1/40.3/4'ALL PWT SOUR--SET 0R (2)1/4'0.1 7/16-PANE"TE INSEM SECTION C C SEC10NDT) D IIE( A�TI(l� ALTERNATE SECTION D'—D' (WALL MOUNT � Mow� (/,,"•�_ (WALL MOUNT) HURRICANE POSITION NON HURRICANE POSITION NON HURRICANE POSITION SCALL 3/8' 1' SCALE:3/8'= 1' \ SCALE:3 NN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) aI No.44167 c ©2017 nLTEco,INC. ASSA / BERTHA H.V. BAHAMA SHUTTER L.C. 'a , ��_ DRAWN BY CONNECTION TO CONCRETE OR CONCRETE BLOCK t'�,'E C O INt: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07 28DAT/17 W/ EXTERIOR LOCKING ROD (FI) FIXATION ='°-s� N, �N��<,d' TIWT TESOTMG h ENGINEERINGCOMPANY PN:(DDO)4263 4JLM xw��s(6234-D]aD 17-109 a0.]W.Cl h.sn wt 1. 11" WEST PAW BF/fJ4,X:(561 3340] -mOo:MI-97.1"' DRAWING No •••••" EB-00°6719 ort. WALTER A'RLLIT Jr".P.E C2 is-060 /:N+ SHEET 0 OF 7 FLORIDA U.. 14167 00/1 CONCRETE OR ♦ j %� CONCRETE BLOCK-"• j� M,HFPDFR RCOUIREO / SEE TAP(31VS (SEE 9 -_� / 1/1b TAPCCNS 1/4.0 TAPCONS_� EI CHEOULE, "I (SSCHEDULE, (SEE SCHEDULE �• SHEEP 7) / i-/1t SNIIf» B CPL SHEET» W C �J ©, C t. 1(4)3/10.0 g14z2'FHL g14n"F.R.ALMMI'VE S.S.S.M.S. S.S.S.MS. POP.(0VE15 FROM JAMB FROM JAMB 7 - BACK h FRONT TO TOP RAIL C i/ TO TOP RAIL CCI ( / / EIt TEPIOR WE8 E)INTEWOR PIES ( i `Y`F1W/K'EB \ /YDTCNEO¢T XmE0 T LF fOTLYIED T ��`'`�__:.ate• \TOP RAIL CC ('.'+tom \TOP RNl2J L. TOP RAIL POJ \V- "'< `,V >• ,-':\ CONCPLIE OR OR ® CONCRETE OR OR Min.5EPn4ARON (\ �l CONCRETE BLOCH- /�,�, CONCaETC BLOCK I m O'.A55 '\j A� I ® wAu REauIREO \,\ L•y.-) WALL REYIUIRED / (SEE SCHEDULE. `i A OR I\' 's^�.,.t E sxEEr» �r` I (7yF,> �"'-=s^.,�J L/ •, ,• _ °•��•'•\, E EXISTING GA55-..� �1 JFEE (2)114z2"FH.5.5:S.My� / FROM JAMB Q)TO BLADE IA Oft �-" 2 14z2'FH.S.BLADE S.S.M.gS ®MID HEIGHT TO BRACE JAMB -� (OM Jn1B TO � l( y^T ®MID HEIGHT TO BOR RACE 7AUB (TMP.) I '• . CRA �1 \( � / \ , \\ ) OR A k f(anr FDR sLRG,nt aE owls) ^^, ' —��1 ContF,1INiEiBOR WEB C»3/18"O FMvn., (7yp.) �(Cn12-:"LE was) / 1/4.0-20 SOIr w/Nur- '�:•l>'- so!< RAL o POP RIVETS /WEE / �J O / Ife 0-20 DOLT W/nvr ` \:^�1"'' !, EDF EREHED R W�0;\ OTfOMORAILQ J `�aa.;� TTOM RMLTV I 0 I .25D"MA%.CAP (A41.)M4311t/:IAdR OIC ATION B \Oo EACH JAMS' . POP RrvETS T' 4g �\ LOCAi1ON N• BACK h FRONT V I{// 4.0-20 TI WB SCREW L.1 / / - \ /• // ' `` 1 r-L J/ /4'0-20 TNc#f8 SCREW \ ) SR N.,M 3. . CORL j \•/ LI/4'0-20 BOLT W/WINGNUT TO BOTTOM RAIL OD •( O (2)1142-F. CONCRETE OR / 1 ( / -1/4'•-70 BOLT W/1WNGtNf S.S.S.M.S. CONCRETE BLOCK j I �7)1/1'V TH'COYS OR - FROM JAMB(E) O REOUIRED 2)1/a'0z7/8' ALL POINT SOLID-SET Oa I -(2)1/4'0 UPCONS OR TO BOTTOM L 1)1/4'Ozt 7/16'PANELMATE.INSERTS (2)T/4"0x7/B'ALL POINT SOLD-SST OR I// •- �/! (2)i/�bKl l/1G'PANOXATE INSERTS SECTION D - Dj ALTERNATE SECTION (WALL MOUNT) NON HURRICANE POSRION ,• *T ^� � ` `E't ✓ •• NON HURRICANE POSITION SECTION C — C / SCALE:3/8•- 1' ` S� ., ? SCALE:3/6"- 1" (VIAL.MOUNT) / ` N0.44167 > FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) HURRICANE POSITION ,A, ' _ SCALE:.3/8"-1" R ©2017 TILTECO,INC. ASSA/ BERTHA H.V. BAHAMA SHUTTER ORAK1c/9r CONNECTION TO. CONCRETE OR CONCRETE BLOCK D7/7e/17 l(• I L E C O twc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE W� INTERIOR LOCKING ROD (}�) FIXATION �" D FE�`PvPiV, 11LUT TESTING h ENGINEERING COMPANY 4268 WrSTROADS ORNE �. ` Itaow A110a YriST PALM MACH.FLORIDA 13407 �Y�rYYT1 'TM�:(�HT1-,4wia PH.'(800)432-2204 FAX:(561)208-8380 17—.109 0-mOB:-00087".t0m DRAWING N. -••• ES-0006719 4n 06m/m, ort WALTER A.PWT JP.,P.E, DAD,SOm Amn RY SHEET VA OF 7 RgNDA Lk../41187 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 ,�� : WALL MOUNT B SASE II :WALL MOUNT n_ CASE I;1 :WALL MOUNT BAHAMA � �l"� SHUTTER ELEVATIONS I--w--h-w-=II I--w--4--w-{-w--1 I..—.�y� [-DOUBLE UNITS--y 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" OF 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGESnB FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE A. MAXIMUM A.S.D. SUBSTRATE A` �1V NSFl� CASE DESIGN PRESSURE NQ.44967 RATING WOOD POURED CONCRETE 7k s.f. SOUTHERN PINE No.2 OR ' (P• ) CONCRETE BLOCK li +45.0 —55.0 12" 7 1/2" �S/ t� � ' II & III +45.0 —50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) ©2017 TILTECO.Wa ASSA / BERTHA H.V. BAHAMA SHUTTERLCa DRAWN 9Y LT E C O�N 17 AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07 DATE TWT TESTING&ENGINEERING COMPANY 4258 NESTROMS DRNE ....Ne.]W,t,bta z3 v S]tA FIARa!]lien YffST'PALM RE0.CN.FLORIDA 33407 N.n.i(wlgN-taw.rer:p )pp t-,Nt PN;(8D0)432-2204 'FAX:(581)203-6780 17-109 a-mat:lOt—OV" - DRAWING No ES-0005719 omvtn. e.x tx.uniw W'ALTE7t A.T1LLR Jc.P.F. an u-cee f•5/• !~ SHEET "J OF 7 FICfGOA Ltc. �A/67 �o� � / f �,-, i, ,�,-cc.� i- �, 1f9 'yp♦1 ygf OrSCIS Home -Log£n' User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBe Stag BGS Site Map links SearchPPt App�t USER:Public User Product.Approval Menu>ProductorApplication Searcl>APPlic4Wn Li sf>Application Detail FL FL11967-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived F Product Manufacturer Eastern Metal Supply Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Trod rig uez@easternmetal,com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Colonial 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.Tilsit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. (,D Validation Checklist-Hardcopy Received Certificate of independence FL11967 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-215 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) standard Year ASTM E1886-05 2005 ASTM E1996-05 2005 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 09/14/2017 Date Validated 10/14/2017 Date Pending FPC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11967.1 Bertha HV Board and Batten Extruded aluminum tubes assembled together and retained Shutter(Nob-HVHZ)-Drawing by battens and hinges to provide hurricane protection. number 37-215 Limits of Use Installation Instructions Approved for use in.HVHZ:No FL 11967 R4-TI,EASTERN METAL SUPPLY,INC. DRAWL Approved for use outside HVHZ:Yes 17-2t5 BERTHA HV BOARD BATTEN SHUTTER.PDF 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 Zones 1,2 and 3.Max, Evaluation Reports width is 51 1/8"and Max,height is 66 1/8"for+50,-60 FL11967 R4 AE EASTER METAL SUPPLY,INC. DRAWING p,s.f.ASD design load(double panel)and max.width is 102 17-215 PRODUCT EVALUATION REPORT.PDF 3/8'and max,height is 66 1/8'for+40, -44 p.s,f.ASD Created by Independent Third Party:Yes design load(quadruple panel). F.a-_1 Noxt Contact la::2601 Blair Stpne .Road,Tallahassee ft,32399 Phone:850-8.( 7-1824 The state or Florida is an AA/EEO employer.Covvdaht 2007-2013 State of Florida.::Privacy Statement Accessibility Statement::Refund statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity:Instead,contact the office by phone or by traditional mall It you have any questions,please contact 850.487.1395. Pursuant to Section 455.275 (1),Florida Statutes,efrect ve October 1,2012,licensees licensed under Chapter 455,F.S.most Provide the Department with an email address It they have one,The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do net wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you aro a licensee under Chapter 455,6.S-,please click vrn. ProductAlpproval Acaoptpt ftAMR rMej 99 Ell =1 Credit Card safe GENERAL NOTES: I. SEPTHA H.V. BOARD & BATTEN SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN S. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SECURE SHUTTER WITH STORM BARS & SAFETY PINS DURING PERIODS OF HURRICANE WARNINGS. THIS SHUTTER SHALL Nj BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI DADE/ BROWARD COUNTY). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER FOR A WIND SPEED YFOR A DIR CTIONALITYS FACTOR REQUIRED d B0:5.E USING DASCE 7-10 FORHEREHESE INSTALLAT ONSHUTTES UNDER 2017 WILL BEAND CEAND SHALL /RAIN COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WING NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. INTRUSION. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURING UNIT SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO DURING HURRICANE WARNINGS. TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS.INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE 11. BERTHA H.V. BOARD & BATTEN. SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS IN ALLOWABLE STRESS FOR WIND LOADS WAS.NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS INTO APPLIED TO. WOOD. A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. BERTHA H.V. BOARD & BATTEN SHUTTER'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT SURFACE OF THE ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORT II 0809.01-07, AS SHUTTERS FRAME IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL. SHALL BE PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E 330-02 STANDARDS, QUALIFIED FOR WIND ZONE 3, PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. MISSILE TYPE D, AND PER PROTOCOL TAS 202. 13. (a) THIS PRODUCT EVALUATION DOCUMENT" (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT 2. SEE ELEVATIONS ON SHEETS 3 & 7 FOR MAX. A.S.D. DESIGN PRESSURE RATING & MAX. SHUTTER DIMENSIONS. PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i. e. WHERE THE SITE CCNDITIONS DEVIATE FROM THE P.E.D. 3_ ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE MINIMUM (UNLESS OTHERWISE NOTED). SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT, PROVIDED HE/SHE DOES 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. THE CONTRACTOR'S RESPONSIBILITY. 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTI-. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDEREC INVALID IF ALTERED BY ANY MEANS. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORICA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (A) TO EXISTING WOOD FRAME WALL: SOUTHERN PINE No.2, G=0.55. — 1/4"o TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". A.2) IN CASE T11AT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1). (B) TO EXISTING POURED CONCRETE MIN. (f'c = 3192 p.S.i) OR ASTM'C-90 CONCRETE BLOCK — 1/4" A TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. THIS DRAWING SHALL ONLY BE USED TO NOTES: OBTAIN PERMITS IN THE STATE OF FLORIDA 8.1) MINIMUM-EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4". B.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ,.•�R(�,rJ/ ANCHORS SHALL BE LONG ENOUGH.TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. drTJ= ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1), ,.y�Q; NSF .,9 FLORIDA BUILDING CODE (Non High Velocity Hu icons Zone *2017.TLTECO,wC. BERTHA HV BOARD AND BATTEN L.C. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE : t NQ,44167 • - .SHUTTER 0RA8N BY. ANCHOR'S MANUFACTURER. EASTERN .METAL SUPPLY, INC CATE" TIWT TESTING k ENGINEERING COMPANY 4268 WEST ROADS'DRNE -V �1 6393 N.1.�1.54$U.'211Y+TGPIIA 6VmQd.M1 Ulu WEST PADA BEACH,FL 3.W7 WI'.��� •G\�1,1`• rte„C-A— I'.m.:G-)--13n PHONE:(561)208-8263.PAX:(551)8.1-1716 1•7-215 (t m3T:blt-0,; ED-0008719.6rom t E7/ �� 111 a ae auc ORAWWG Ab ONA1 111 WALTER A TILLIT Jr.P.E. p0 PLANA IIL FLORIDA Ul,11 4x167 SHEET 1 Or t0 0.75" FOR C ..._ --------VARIES FROM 3.000" MIN., TO 5.000" MAX.------ .750' .237." 0.232" FOR o- 0.062" T-.. (TYP•) i i .062" 1 0.46 " 1 0.102 LO.125" L P.) 1 �-0.062" TIP 2 0.4 8" 0.062" I 1.000" �I26 aP.) 2.8 8" 2.926" •1� 3.000" 1 2.843" 3.000" •062" nv ~0.11v 4" �rn I2 3.000" TOP & BOTTOM ® 0.938"xVARIES SLAT (BOARD) 2Uo.ioz" j o.1oo"j CAP ANGLE j r13 I 6063-r6 Alum.ALLOY 6063-T6 Num.ALLOY .132.. 1.259" 0.197" 0.375"'- -079" d 3_"x0.232" SNAP .CHANNEL ® SNAP PLATE © 3"4.75" SNAP CHANNEL FOR CONCRETE BLOCK ��(0 SNAP CHANNEL FOR WOOD WALL OR WOOD WALL //��A�pp so63-te Num.ALLOY 6063-T6 Num.A'10Y 6063-T6 Num.ALLOY CAP /� 6063-T5 Num.ALLOY (+1--w0.375" �l 2.125" i 550" 5/16-0 / "---- 1 I 0.620" Min. HOLE 500" Mins HOLE I ` r---2.875" �� 0.145" I SMOOTH .145" TYP. I j �-90.390" ( ) 1.850" f"f 1.LICL; 00.360'. �J t.2 0 L0.145" 1.8 0" 10.100" T- .240"I (TYP.) 3/8"D-i6 00.537"J _ (TYP.) i 5.0°0" 0.60 -� 0.240"-= _... I J _ _ .24p" I - .330" •500 _ IIIIj ! -:T_'t"-•1.125�0,500T 1.125' 1.250" 0.51 2.875" 0.680" O.fi�3 THREADED LENGH 0.5 0' SIDE VIEW (FOR WOOD & („7 gINGLE HINGE I FRONT VIEW POURED cDrvc. OR corlc.BLoc1< WALL) FOR POURED CONCRETE '&20 JJ H.V. STORM BAR CLIP © FLAT HINGE OR CONCRETE BLOCK WALL 0.680" fi063-T5 Al, ALLOY 6063-T6 Al...ALLOY 6063-T6 Alum.ALLOY IO3�8"0x5" S.S. HEX HEAD BOLT z 1/s•LGNc. 2•LONG. 2"LONG. � SINGLE HINGE. FOR WOOD HINGE PIN W/ LOCK NUT. 6063-T6 Num.ALLOY 1.750" L 2•LONG. J f--1.250 �-0.125' (TYP.) 2.o00"- 0.125" 1.2 O" (1y'.) 1.750' ;0-094" NON HURRICANE riO 7s" 2.0°0" 1.000" 0.125" BRACKET ANGLE .063" (TYP.) 1.0 0" D.tzs" NON HURRICANE 6063-T�8NALLOY L F (Typ. ':" G. TI C%_ BRACKET ANGLE • 6063-T6 Alum.ALLOY .437" T 2 t/s LONc. FLORIDA BUILDING CODE Non High Velocity Hurricane.Zono) STORM BAR TYPE 1 ✓,� 6063-T6 Alum.ALLOY ® STORM -m.C C SSC' Azov MT=,Mc. BERTHA HV BOARD AND BATTEN La loss-rs a or, o.zSHUTTER ORArn No.44167 so = ® 1/4"0-204" S.S. * * * os/ni7T HEX HEAD BOLT COMPONENTS �T�w�-59 c.. EASTERN METAL SUPPLY, INC � . W(A WASHER WINGNUT =tf ; TLLT TESTING A ENGINEERING CouPANY STP426S LEST ROA.n-334 17-ZIS _/ -�/ \ m"er.a6u, vAYna cAaac,rt u+6a LEST PAW BEACH.n_33407 SCALE 3/4" = p}{}� rO'6mMt1-1410'Fa.(]Wpr' SII FNON (561)206-9263.FAX:(561)841-1716 iOIC[. �7�r;�j0'•r\�1\4\ a-mol:tdl-Od"'com A4AWNe No [_ o/0NAt�a`71Ed' WALTERA W6T'`A.P.0 nG rs-al ONVu SHEET OF 13 P. ©+H{JOR Q ALW YS TYP. PA/12 /e` rA'/12 (Q T rA/t2 1/e' rA'/12 ---25 1/2' NJU(. PANEL WIOTH—O'er 25 " MAX. PANEL WIDTI 1 0 i 1/2 25 1/2"MAX. PANEL WIDTIi- G----25 1/2" IAAX. PANEL WIOT I ( I I ) a I tP 8' r(CONT.) pi \ i j J � (TYP.)j © R® OR®� NE f7RM EAR f +I/ (2) 1/8"o 1 ALUMINUM POP bb C OR (E)& (DD ! RNETs TO©(Trp.) (TMP) k r ( i 'v X/4 r X/4 X/4 X/4 r OR E It 1 r (TIP.) i ' f � aEs FOR 1/4'ALUMINUM POP II l W a' roPTS (1oD�M)(2 ROWS)TYP. TYP. i © R j ; pR lSrORM BAR \ I � •i � •t N i N % •� II.i...... f i J 6A/12 `A'/12 0 `A/12 A'/12 ; NO.44167 '' t- 51 1/8" MAX. SHUTTER WIO 51 1/8"MAX. SHUTTER WIDTH— ----...-..----..� 1 TYPICAL EXTERIOR' ELEV. DOUBLE 'PANEL TYPICAL INTERIOR CRE DOUBLE PANEL FOR WOOD OR CONCRETE INSTALLATION =�F '�• ��o FqR WOOD OR CONCRETE INSTALLATION (HURRICANE POSITION) ` (HURRICANE POSITIONI SCALE: 3/32" m I" SCALE:3/32" 1' FLORIDA BUILDING CODE (Non High Velocity-Hurr!cane Zone) G2017'riLTECO.'o¢. BERTHA HV BOARD AND BATTEN Le. MAX. A.S.D. DESIGN PRESSURE RATING: +50, —60 psf. SHUTTER V"WN 8Y: 08V 7 Ti`L Et►+�. EASTERN METAL SUPPLY, INC aTE TIWT TESTING h ENGINEERING COWPANY 4268 WEST ROADS ORNE vw n,w.Jun.b1-.9s.]IT,vAWM vac@Q n a,na WEST PAM BE".FL 33407 /J-275 N.e.,r(aoslaTl-Ivo;Tm::(ana)sTf-1v1 PHONE(%1)208-6263.rAx:(581)841-1716 —0:to e.R tt,Wnar D.i,{WfNG No m ra-a EB-0006719 7 mnN7 a 'WALTER A.tin JT.P.r sNELT 3 Or I7 nOR10A Lie. 4,187 DETAIL 1/12 (SIMILA POURED CONC. OR CONC. BLOCK WALL REQUIRED. — DETAIL 1/12 (2) 2"x4'WCDD_— -J STUDS REQUIRED � 0 CORNER `yI P.�) _ % A/12 A'/12 EXISNGGLASS. _-__ ----------------------------------- _._- evamemmAn. _-a-e®.� -n.�mnne.=mamamQaveoQ�aeu �amaeae--m- 1/40 ` ` \ ALUMINUM POP (2) 1/4"-201,1 1/2" I 7� k f I RIVETS TOP & BOTTOM g5'5 E & 1/e'VAX. PHILLIPS FLAT HEAD S.S ; /\ ` STAGGERED AT BATTEN (D)i OAP(rn.); BOLT USING A 1/4"-20 C OR o&0) CO CRD-, TQAQ -.No — ALUMINUM RIV-NUT • 1 f I/Z'CAP P. - u _.. cr b 1 8'NAx. o ( AP(TTP.7. A(n ) 0 Q\ Oj(TrP.) G �� "--- _------- ------------ -----------------P------- ----- — -11 � i --' `A/12 \4DPONT- A/12 1/2. _- (BEYOND) EXTERIOR mPl 51 1/8" MAX. SHUTTER `NIDTH �/ �/ = ALUMINUM RIV—NUT AS MANUFACTURED SECTION X—X @ DOUBLE PANEL BY AVDEL CHERRY TEXTORN, PARSIPPENY SCALE: 1/4" = 1" NEW JERSEY 07054 OR EQUAL. �'.��•°�\�iENS�C' 9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WG.44167 % C2017 IILTECO.MC. BERTHA HV BOARD AND BATTEN L4 SHUTTER OPAH7!8N * * �L E C O Ilvc. EASTERN METAL SUPPLY, INC 0811V 7 7y \ TiLLIT TESTING h ENGINEERING COMPANY 4296 NEST H.F DRNE O• ............. .... •' ��1\' a:ca NN.36u.st;se x17.v�Rcm GotiOls,n:7T1G8 (561 PAN BEACN.F4 JJ107 IC , � \\ Dna".:.p65)an-1530. 1671 %TUNE(Sfi1)2U9-e2fiJ.FAx;.(561)811-7716 17-215 •""• Eea-mol:-00061T ool,�pm otr<sunul ort[ S�ONAI E I,T TILLI1>-0., wlv, "' 6RAyNC ND //iF' FLORIDA U,.QT Ii161 tq - SNEET 4 OF 13 EXISTING GLASS. POURED CONC. OR CONC -"------- - .�---- ---�-�--"---•---- ------- � POURED CONC. OR CONC. 4... BLOCK WALL REQUIRED. / IN - / BLOCK NALL REQUIRED. - N rr lilt \1 ... e. ....- (TYP.) rl/8'wv.w_ __4cv 1 1/z'cAP(IYP. II 1/ �-r� .... .-_„�."` `lV� GAP (TYP.) © `®(TYP.) MAX. GAP (TYF (TYP.). EXTERIOR \ �� P. - a ----- TYPICAL PLAN (NON HURRICANE POSITIONS DOUBLE PANEL SCALE. 1/4" = 1' DETAIL 2 POURED CONC. OR CONC. BLOCK WALL POURED CONC. OR CONC. REQUIRED. BLOCK WALLREQUIRED. (2) 1/4"0 / j (2) 1/4"0 TAPCONS W/ 1 1/4• TAPCONS W/ I If IM. EMBEDMENT TO WALL.. 1 1/4' MIN. I F-3" MIN. ED I 3 3/8" TOEMBEDMENT EXTERIOR I ' ALUMINUM POP RIVETS. ��• i (1) i/4"-20x 1 1/2" –– L– 5_$ tiLS INTO M7 W NUT. Q ® / /z (2) 1/4"-20x1 1/2" 1 1 1'z 1 �\ (2) 1/4"0 TAPCONS Y (STAGGERED) W 1 1/4" PHILLIPS FLAT HEAD S.S BOLT / I G USING A 1 4"-20 ALUMINUM – I O MIN. EMBEDMENT TO / --EQ–•-+— /� I WALL_ (TYP.) I RIV–NUT- (TYP.). _ r ----------------------- ---------------- -------- (4) 1/4.0 EXTERIOR E & a ALNUMPOP RNETS (TYP.) RE'T,4I&jjX--.(NON HURRICANE POSITION 11 E . • T/�SCALE: 1/2"=1" FLORIDA BUILDING CODE Hon High Veloclty Hurricane Zone) ELEVATION Y—Y 1` . ;.yr N`SF 02D17 RLTEEO. BERTHA HV BOARD AND BATTEN Lc. SCALE: 1/2"m1" No.44167 SHUTTER. p°•»7+ On �Ti L ECO 1Nc. EASTERN METAL SUPPLY, INC TILL T TESTING&-ENGINEERING COMPANY 4760 WEST ROADS DIM 0.13 p.N]An.G.Eb.717.YA6T A ONIODtS.ti 11180 WEST Ppj1A BCACN.:R 33407 I7-2 S •/(/�1\, r(=Imf f110.Fw:(1os)e>f—f s11 PNONE:(501)1D9-8203,FAX:(591)041-1718 �0/(.•'•. .•\� 11 a-m W:411eecOeOl.mm Oomru na rr. vrxmn Dfi4w)AC Ab G 11 E �� VS/•• •••('a 111 WALTER 0.BWT Jr.P.E. TN f!•a7 oln✓nT 7~ SHEET 5 OF 13 v FL.DA uc.1,4�I87 (2) 2"x4" WOOD (2) 2"x4•' WOOD STUDS STUDS \ \ I CORNER–PD) .,--- �___---_–_ _�__ TING CLASS.----_– –_.. 0CORN (�P_D) `� \\ ® ® � J �1 (nP.) C OR�dI® �I MAX.GAP rQORQE�O % TYP OR - J, \ I oRpGAP(TYP.) -- —ONE PANEL ---9HE PANEL--_— TYPICAL PLAN (NON HURRICANE POSITIONS ' EXTERIOR � � ��!,� �^--' '—"�/ DETAIL 3 DOUBLE PANELS cOR(j&Oo SCALE: 1/4" = 1' \\ t � (2) 1/4"0 TAPCONS W/ 1 1/2' Min. WOOD HEADER, WOOD THREADED PENETRATION TO PLYWOOD PLATES, WOOD STUDS (2) 2"x4" WOOD r �i SHEATHING REQ'D. W/ 1" EXTRA OR 1/2" (MIN.) STUDS REQUIRED –...E/ �� /• /4"P T WZ� Alin. DISTANCE PASSED PLYtv000• PLYWOOD SHEATHING © CORNER (Typ.) ` ��" ��� Ei M^ REQUIRED. �. ! In,�Df / \ / THRF9O ENET TO PLYWOOD //— ­–SIZATHING–R W/ t" EXTRA DJSTANLE PASSED PLY` -v'_ '2) 1/4' TAPCONS (STAGGERED) W/ 1 1/2" Min. THREADED \ �•�-� / "/� `/�! 1 PENETRATION TO WOOD. s EXTERIOR / I (2) 1/8-0 — – ALUMINUM Y POP RIVETS, �' s{t6 1 1/2-J-5"5/16 /\ 1 (1) 1/4"-20x1 1/2" LI r /��_ / S.S S INTO M1 &®W/ NUL U– Y ------ I �^J(TYP,) D - I'Al........ (4) 1/4.0 ---------------- ALUMINU ----- -------------.-_...... . .. '- _ POP I C ORO& O EXTERIOR C OR©(nP.) f 460 ELEVATION Y .'�;' ��CEFISF••.,;. = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCALE: 1/2"=1" 0,445'67 ': ? 02017 TILTECO,nx. BERTHA HV BOARD AND BATTEN ac. *: DETAIL 3 (NON HURRICANE POSITION) SHUTTER aa»T+o PC SCALE:. 1/2'=1" .. _ mC 0einjv O�lyc. EASTERN METAL SUPPLY, INC OH ` Q ` f_`' 1, TWT TESTING t ENGINEERING COMPANY X286 WEST ROADS ORNE' ��(• pkv ,t� CS9 x,11;3W.St.SW.]li.WtOMx W:0H5,rt}lIP9 WEST PAW BEACH,F4 93107 V `' 1 Rva 1(]05)571-1:J0.Fu 1(Solylll-11]1 PHONE:(561)209-8283,FAX:(561)811-1716 t7-2�5 /0NA��j1111 � a:uiumoaa.cwn orz DaAaWc WAUER�A�IIWT1.H.0.E, m.rJ-u> aVtN> m SHEET 6 OF IJ FLORIDA lie. 4A 167 A/12 �A'/12 1/8. 10 �/8" 1/8- /`(D ci �25 1/2• MAX. PANEL tND CAP P' !25 1/2" MAX. PANEL WID GAP .25 1/2" MAX. PANEL i'IIDTH—-0 25 1/2"MAX. PANEL WIDTH o it I I t ! G (nP. Q ) OR ® a I OR (. .1 ## I. j C ORQ & QD I S ! CIORQ & Q j 1 1 3 I ! I ( Y/9 1= I Y/9 (TTP.) (TYP.) w j (TYP.) /+ I i r�cTYP., i I C OR Q &`( I } C OR 01& D� _3/4" NOLES FOR I/4•ALUNNUM TYP. POP RIVETS(HIDDEN)(2 ROTI`;) To ft 0 TTON • ....... OR I . ORS y�. ��CENSF••.9 No:44167 ALUMINUM POP RIVETS. j �A'/12 0 p ! A/12 — 1of 02 3/8"MAX.SHUTTER WIDTH _.........____. J ^9•'��NALEa,Ir'rt( TYPICAL INTERIOR ELEV, QUADRUPLE PANEL FOR WOOD OR CONCRETE INSTALLATIONS (HURRICANE POSITION) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCALE:3/32"= 1" 02017 GpECO.WC. BERTHA HV BOARD AND BATTEN I.c. SHUTTER CRAWL B* MAX: A.S.D. DESIGN PRESSURE RATINGc +40, —44 psf. /777i-7L E G _O . EASTERN METAL SUPPLY, INC P804M- TILUT TESTING 4 ENGINEERING COMPANY 4268 NEST'ROADS DRIVE 6563 a�Tun 1 )m-1s�o'.fo N:A(G S.tyj 1166 %PHONE(4�B 17)209-82263.FAY-(57FL 3 1)541-1716 17-215 a-mail:UltxoOool.com ORAMNO Ab E8-OD08719 1YALTER A TWT".PE m,.1-u7 44,A� FLORIDA Uc. 4167 SHEET 7 OF 13 Q+p R }Q(8) REQ'D. \ ' ALWAYS TVP. /�2 �A/1 2 � ,/B• ��© ,/B• MAX. ,/e• rOF --25 1/2" MAX. PANEL WID 25 1/2-MAX. PANEL WIDTH �' 25 1/2•MAX. PANEL WIDTH0�' S 1/2'MAX. PANEL WAD (TYP.)� }� (c®. (�P.) I I C j STORM BAR j o I j Y 9 Y 9 — / i I t I S W7)Q(2 LOCATIOH75 REQ'D.) k � (nP.) -Q(Tw.J 1 � I I J � f I 1 u tSTORM BAR I re 1 F A/12 A'/12 I r ................102 3/8"MAX. SHUTTER WIDTH TYPICAL EXTERIOR ELEV. QUADRUPLE PANEL FOR WOOD Qj�•- _ I N `�:- scAlF.� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) j N0.44167 t % c20f7 nLTECO.mc. BERTHA HV BOARD AND BATTEN Lc a• *. °* SHUTTER naFxrx er 11 LTE C O EASTERN METAL SUPPLY, INC °�fmrn TICCIT TESnNO n ENOINEERINO COMPANY x288 WEST ROADS DRIVE (i(�1"•.!1. ('.��11 was x.a:3M.R 5M.f f.ra —1 rt 7 I'd' Kt. PAW.REACH.FL.33x07 17-215 1rx7�/]NA`��v1111 I .I.tatewo-rim'_'v+ PNON:(501)108�e263FA%:(581)841-1718 OFAR7C No r.��•IIII WALTER'A.MI6RIJr.P.E an Is-Ws In] ✓I~ SHEC( B Of 1} R.ORIDA lie. xa187 (2)2.0-WOOD STUDS REQUIRED DETAIL 0 CORER(Typ,) DETAIL 1/12 POURED CCNC.OR CO I�4•p ALUM UM POP \ BLOCK WALL.REQUIRED. Rff'ETS TOP&DOT-ON I STAGGEf]EO AT 9ATiFN U� ` PZ) FLAT IHEAD 5.5 (Trill rA/12 JNG BOLT USING A V{•-2O rA'/12 !r .__-__.___.. 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BERTHA--HV BOARD-AND BATTEN LG (1�O 41 SHUTTER a EASTERN METAL SUPPLY, INC 019/11/sAM107 . TIWT tE3TIN0.h ENGINEERING COMPANY 4266 WEST ROADS 33 m,,217,ween ,n n146 MST PALM BEACH.FL 77407 17=215 (.\ 44 cue:ryD1rs-15'.0.Fm:(]45)en-f5], PHONE:(561)109-826.7.FAX-(561)847-1716 _ v 111 a-moll:WtecoOoel.com n ti �.M ORAWNG Na �ss ONA1�aA.TITI09719 1 „s11 WALTER A. WT Jr. E. SNET 10 OF 77 FLORIDA tic. u167 (2) 1/4'-20x1 1/2" PHILUPS FLAT HEAD S.S (2)2'x4"WOOD -(2)2•.4•WOOD BOLT USING A 1/4"-20 STUDS QM /--J ``�-� STUDS REQUIRED ALUMINUM RIV-NCORNER UT(TYP.) (TyPJ O CORNER IT"*) FOR C,)) ONN .TION TO(6) /~ /N",�^i 5%/ ..•///' ----- --- OR --- ----------------------- ®&QJ ,+ Ve•we ,(Q OR®Q ®OR*\ jC I 1$ (TMPD - 1 mP1 10 (T"P') EXTERIOR b fl(TYP.) TYPICAL PLAN (NON HURRICANE POSITION) ®OYPJ QUADRUPLE PANEL DETAIL 5 SCALE:3/16••-+- (2)1/4'7 TPPCONS W/1 7/2•Mia. (2) 2•X4"WOOD MREADED PENETRATION TO PLYWOOD STUDS REQUIRED SHEATHING Rrp'A W/1•EXTRA wooD HEADER. wooD (z)1/4'0 TPPCON6 W/f 1/2 Nin. DISTANCE PASSED PLTW00a, PLATES,WOOD STJDS THREADED PEt1ETPADON TO PLYWOOD 0 CORNER (Typ.) DIS G RE PDW I'Ex D OR I/Y(MIN.) 6 / PIYWOCD SHEATHING t\11 REQUIREDj(2) I/4.0 TAPCONS(STAGGERED) �"�EXTERIOR \ W/, ,/z Nn.TPR ADEu JPENEr7AnaN TO WOOD(2) t/4'-20x1" ' S.S MS 0 (2) 1/4'- ALUMINUM RN-NUT (T 'r-I I + •\ _- -___ - I . L- \ i1 1/1••; I1 � \ f - - - �Z)1/4'-20d• S.S M.S O 2 , 4•_20 .� .� G• ! + t "'O ALUMINUM RN-NUT(TYP.). ELEVATION Y' 'q OR©j\ (TYP.)---— - - -- 5T'AIE.3/6 a, (�'P•) \f©OR(K)&OD EXTERIOR �R�• 5 (NON HURRICANE POSITION) HURRICANE POSITION No.44167. 1 FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) 02017 TILTECG,0w. BERTHA HV BOARD AND BATTEN mac. SHUTTER DM sr.. �•' Gtr Q 08111117E C OEASTERN /71 IL `�Nc• METAL :SUPPLY, INC ate. (1 • aV\ 11 TILLIT TESTING k ENGINEERING COMPANY y_� REACWEST�NDS DIVE V�V' ••• �'`_ X11 i'.95 tot..VM.St S'n'717 W�G'G fJam IL 9105 ONAI ,, ih.:crosuTl-,9i. :aasw+-1u1 PHONE(561)209-626.1,FAX:(561)847-1716 17-215 ...,/Al•l ii' a moil:YitvevOovl.cvm � _ 4�:..+P WLIIWNG No ES 000671. WALTER A TUR J..P.E. a0 is-as oy nl 7 SHEEP I I Or 1] RDWDA 4ci67 POURED CONC.OR CCK. WOOD RUNE WALL BLOCK WALL REQUIRED. REQUIRED. ii/a'8.0. f]1/10.1"Pit/i'D.C. (2)/10.1'PHILLIPS FIAT IIFlD S.S.S.S.M.SM.S. MT HEAD SS.S.N.S. j EACH BOARD AT TOP h \ (: EACH BOARD AT'IOP A SOTTO M 'A �BprMM /� �C F, i Z (3SII1C5=AEOU. PCUl:ED CPti.Ofl G@.^.. •nl I Ot0.%WALL REQUIRED. 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OLCCK WALL B.O. iI./••..,� REQUIRED. SRA T�L�� DETAIL 1 REQUIRED. `../ •�\ ••'V�' '• �/a•B.O. SCALE:3%d t SECTION A-A ,� �'�,\GENSF�•:`�9�; ��` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCALE: ,/a" '' SECTION A'-A' No.44167 ••� •t 02017 TILTECO.INC. BERTHA HV BOARD AND BATTEN LC. SCALE: T/4-- i SHUTTER o°a"T+ �L, E C O INc- EASTERN METAL SUPPLY, INC 08aRFN7 �e 4' — ��' �.D>'•'• SAA` T. TESTING&ENGINEERING COMPANY STAB WEST ROADS.DRIVE 334 -CS �� 11 M.N.e-xw x.se.m vwou v.'sac,n.m6x WEST PAW 9-26,BEACH, - 33x7 17-215 1.•NAL E Il) °k^•:1x3x)x71-1110'.rm 1(!05)x71-16)1 PHONE(481)709-8063,FAX:(561)811-7716 i��ii�AffifAff/j1 -0:UIItt00o01,wm o�AWra+ ORx{WNG Ab EB-0006719 WALTER A.Of Jr.P.E. xNNr Aa FLORIDA Lie.. aA167 SHEET 1$Or 13 t %—BOARD SHOWN DOTTED �'.' "' . FOR CLARITY is it I 'II i�it ' • • +ii ;i�' iii ' f. iZ (TYP.) ;i; ;I 0.44167 :ii 'k `' b I.' 'il •tt��,,. (2) 1/4"--20x1 1:/2" t n�' ,I QNNT.) (S"Y�gLEVATId�llb') i I I PHILLIPS FLAT HF_AD S.S .ii i' ' 'ii +,u 'I F BOLT USING A 1/4"-20 J (4 PER PANEL) RIV—NUT (TMP.). Kit ISOMETRIC C1 0R (HURRICANE POSITION) @ , 1 i 11.11 l II ► _' " ` DOUBLE PANEL (QUADRUPLE I r; L & L11 iicOONT.,; } Aa�� PANEL IS SIMILAR) (2 PER :PANEL) „,i- b I, iii i= (2) a Oxa' NJ.S PHILLIPS FLAT HEAD S.S S.M.S. EACH BOARD TOP & BOTTOM. FLORIDA BUILDING CODE (Non High,Velocity Hurricane Zone) v n I' L j E XT E R I OR ozm7 nL Eco.nc. BERTHA HV.BOARD AND BATTEN Lc. i' i"I '� SHUTTER oanHw e i+ 1 1 ' = __ EASTERN METAL SUPPLY, INC o3111117 (561)209-6263;FAY:(5611841-1718 TIL UT TESTING&ENGINEERING COMPANY 1266 WEST ROADS ORNE ———-sK.7 tita'G wvma'I utas WEST PALM BFjGH,FL 33Q777-2/5 ISti Tm r(.ws)eTt-tai,, FNONL- j I e-m I Wte<°®°ol.eGm OR1W/IG Na EIIZIT1719' 'Oa1� °per ' WALTER qO lYw7 CNVII ! SLO DA tjc.0µI87 1" - SHEtt 1J Or 13