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HomeMy WebLinkAboutProduct Approval John Silberman 5249 Loggerhead PI Fort Pierce, FL 34949 OPENING WIDTH HEIGHT #1 41" 66.25" #2 41" 66.25" #3 51" 53.75" #4 51" 53.75" #5 41" 66.25" #6 31" 41.5" 'Qnal Regulation SCIS Home Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map j Links Search I Florida Y .' ;,0'Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL8523-R5 M'J Application Type Revision Code Version 2014 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 L- 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 12/31/2017 Validated By John Henry Kampmann Jr. G Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R5 COI A.S.S.A. INC. C.I. DRWG.15-088.odf 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 04/28/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 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 15-088 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8523 R5 II A.S.S.A.INC. DRWG.15-088.[)df Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D",Wind Zone 1,2 and 3,Max. FL8523 R5 AE A.S.S.A.INC. P.E.R. DRWG.15-088.odf width is 42"and Max. height is 96"for+45,-55 p.s.f.ASD Created by Independent Third Party:Yes design load,Max.width is 120"and Max.height is 70"for +45,-50 p.s.f. Back Next 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 mall.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: .eCh�c Credit Card 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 2014 (5th 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.0)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 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 SfI.L 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 0510,07706 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM. E 1,996=05 AND ASTM E-330STRUCTURE 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 LOCA D ON A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME © OR QE IN ACCORDANCE WrTH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1715:0.3 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 1710.8.2 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.U. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDIX,_ 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 A3) 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 'A2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTEREDENGINEER 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"0 TAPCON ANCHORS AS MANUFACTURED BY I.T:W: BUILDD(, 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"0x3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINT'S SCREW, BOLT & SPECIALTY COMPANY. IGINAL P.E:D. SHALL BEAR THE DATE AND.ORIGINAL SEAL AND SIGNATURE OF THE - 1/4"mx1 7%16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. ��.```P�\ERA T/( SSIONAL ENGINEER OF RECORD THAT PREPARED IT. ���••'••�,\GENS•% THIS DRAWING SHALL ONLY BE USED TO 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR a F = OBTAIN PERMITS IN THE STATE Of FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". '_ --.-- -- - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) B.2) MINIMUM EMBEDMENT OF 1/4"00/4" ALL POINTS SOLID-SET ANCHORS INTO POURED 2015 Rum MG. Yl. CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY 90: DF Q ASSA/ BERTHA H.V. BAHAMA SHUTTER EMBEDDED. .c (7R1DA.^��.� NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL�c. \?�� DRAWN By Oa/»/Is / '. lb N�'a` I L E C O Awe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. w NAm 4aN" 7luT TLSTNO 8 ENGINEERING COMPANY 4�w6movs Dow Am N.'.3 Y.m7en-,�,aw4 ouuxs'0,w v,es WEST PALM BEACH,FLORIDA 33407 15-088 (.tw.ro v_w',w, PN:(6GO)432-2204 rAx:,(561)209-8300 c-maG:IINecoOod.cmn _ DRAWING N, EB-0006717 WALTFA A TuffJr..P.E. aD n-tn /ILL ..sem MET 1 Of.7 FiORIDA U. .44187 .302" R• 3 O a ' ._078 51 I 8 -- ------7_.330"-___. I I?000. j ha ti r I w N n .625" o .11o0y8" o - .080 " -ti-ti18•)x". I .R " N PQ/Sh=\- 6'--4 s .045.. . i •0O1_ S I 19" 39 m ^ 0 , (TYP-.. 12 )n T cli .I72.557frON Rp505 1.700' (±.020)— toj aY 1jII I \1III ---2.125" (±.020) •.324" = T OA OU Al HIGH VISIBILITY OB 14" B.O.- FEMALE HINGE I——1.aia" —! -----1.820" o °sem BLADE LOUVER BLADE 6063-T6 Alum. ALLOY 6063-T6 Alum. ALLOY CO TOP RAIL/MALE HINGE O BOTTOM RAIL O JAMB ----2.000•--- . - VIEW Y AS I _ 1.250' 1.250' ap 1/4 1.250 + r— — ,2• — HOLES- ... o 'o ---4.00D' Mia- 2.330"- ytp ,. t E0. E0..l o o I-- - o, 6 o 0 L O 9/16'0 1/4'0-20x1' LONG ±30 v.093" a \ (TYP:) Min --S.S. THUMBSCREW OR "No O1- t° HOLE 3/8'0-16x1" LONG �Q o o ACETAL THUMBSCREW. 9/16.0 $$ - oUO LOCKING ROD AT EXTERIOR FIXATION Min. 9/16-0 n e a .. HOLE Min. HOLE m © CHANNEL 'o^ _._--'--- --12• - ------- F PRE—PUNCHED --10• Min. . I \ (2) 1/4"0-, (3) /4" 0 I 1 I CENTER MULLIONHOLEs I HI o --- _ i------1.997' - --1�- - 1/4 0-20x1' LONG +30 VIEW X BLOCK WOOD `' S.S. THUMBSCREW OR 3/8"0-160" LONG VIEWS 'Z ACETAL. THUMBSCREW. N LOCKING ROD AT INTERIOR FIXATION 10 8 r 6 f + o om c4 - ! -------- �1 \ A IT��ugi I�.875" SERRATED TUBE O 1" SERRATED TUBE goo' 1.7so" :`�`Q��R .T.1 '! -875" FLORIDA BUILDING CODE (p°n.Hign Velocity Hurrcane Zone) ' \GENSF ©2015 7ILlECO INC M.L. INSIDE ARM OUTSIDE ARM _ _ AssA / emTHA N v. a4w A wurrm MAtN BY KO CAMEL BACK HINGE = Np.44 67 ay ATE _ 11L EC O�Nc. AMERICAN SHUTTER SYSTEMS Assoc., INC. DATE COMPONENTS � Tiufr TESTING&ENGINEExING COMPANY 42CB"bTRODS DFMt .S(0T OFA; - Ern x..1w sd——..=no.m.N". wsi P&M OEnCK FLORIDA 3.1407 SCALF: 3/4' 1' . D F w 4 ��� ^"^ gy0. .^-"" Ptt(800)432-2201 rpx:(561)209-8380 15--088 ''� (" RI \� -.,,6a:bIt-fta- �a .T WANING N. //,'�(. '•........•��.\\\ YMLTEFIEA T001°W612J9..P.G aD 1:_fa) /I)/: �� .. FLORIDA A.u�/44162 0� 91m 2 or 4A�oR Ate C,(covT.) �C/5�6( (coNr.) �p/5,6 (Cour.) VC/5,6 I(�o. Al �B (CONT) �p/5,6 l caul:TrP.) S,6 P'/5.6 (2) 914x2"F.H. --- - - o D'/5,6 (2) 914x2'F.H. o 0 0 S.S. S.M.$:--- o S.S. S.M.S. - -- — ----- FROM JAMB- -- -- - . FROM JAMBL C TO TOP RAIL C TO TOP RAIL C -•.. -- ... (2).'j14x2' F.H. _ —_ F.H. (2) /14x2'F 1-- - - -i S.S. S.M.S. I_: + - - S.S. S.M.S. L FROM JAMB JAMdQ �-- I TO TOP RAIL - -- {- - I TO TOP RAIL C i - r 2 1/8" Min. L � 2 1/8' Min. 2 1/8" Mi "r In. j 2 1/8" Min. _ i _ BLADE -- —- - BLADE BLADE 1 BLADE PENETRATION r _ _ -I PENETRATION ^ PENETRATION { -1 PENETRATION N F F + ---4. Lj .-.4Lj D-i_. - E N E 7 + E o 2) 914x2" v1 IL --L w (2) s.s. s 1 T' H. S.S. S.M.S. w - J J= f:l I. S.S. S.M.S. I I i _ FROM JAMB E TO"n r cJ FROM.JAMB E TO (A� ;r��, (2) A 1 axz'.-. - (z) 91 axz' �' BLADE QA cn rr- T _ i XB3-MIO 71Eicl Y H..S.S. S.N�S. w MID IIL1G - •- -1 F.H. S.S. S.M 5. - Ili I - TO BRACE JAMB FROM JAMB�T L FROM JAMB(E1 TO TO BRACE JAMB 1__ --I BLADE(�CR�i L J BLADE rA CR f��fT - _ ; a G MID 11EIGHi I I AMID HEIGHT iI } I TO BRACE JAMB j TO BRACE JAMB r - - + - 1 I I a B/4 1 L- I L 1 { _j B/4 9NRAR i E- + F.H. 'I )g1ax2 I r L (2) If 14.2'F.H. r- A/ A/4 A/ A/4 11 ss.sMs. k - S.S.S.M.S. - -- --- = FROM JAMB B/4i_- i B/4 TO BOTTOM k'L(17)I. sIMnAR RNL N� H o D (cola.) .. - G h- (2) 914x2' F.H.F _� -{2)619x2"F.H. - 'W" (SEE SCHEDULE SHEET I)-- "W" (SEE SGHEUI)LF, SHEET 7)- -w- (SEE SCIIFDULE, SHEET 7) S.S.S.M.S. 120" Max. WIDTH S.S. S.M.S. , - _. .--�--- - iTRG1.JNJB(E� -- ----------- - --- p/g,6 FROM JAMB UF. ------ - ------- TO MORON HNL D TOB 1 oM H D H ._�„) C/5,6 WOOD SUBSTRATE D'/5,6 RAIL •I \ J C G h —"W" (SEE SCHEDULE. SHEET 7) -; - --- W-IA�4 '1 --"-"--------"" ' ` i I B'/4 C/5,6 D/5.6 B'/4 T SIMILAR WOOD SUBSTRATE (2) 814x2"F.A. A/ A/ - (2) 914x2"r.H. S.S. S.MSSS S M 5FROM JAMB�E� • _—_.�-_..- —__B'/4 9. 4 Rf Onli OTTOM -- - ' Fri �ne"RI-i SI O TO QORAIL@ (2) #14x2"F.H. (2)#14x2"F.H. G - "W' (SEE SCHEDULLE, SHEET /) 'W' (SEE SCHEDULE, SHEET I) S.S. S.M.S. - -- S.S.S.M.S. 120" Max. WIDTH /FROM J%G'VE • - ----_-- •FROM JAMB(F� / D/5,6 TO BOTTOM -- --- - _ TO 80T(OM Rai @) C/5.6 . „-1 CONCRETE-OR CONCRETE BLOCK SUBSTRATE D'/5,6 (G •I--_—"W (SEE SCHEDULE, SHEETTi7)---- J ``"`y111p11r10""l//r MULTIPLE UNITS: CASES II & .III SER.....�. C/5,6 D/5,6 .`ya?-'��CENSF �9''� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zono) ' p CONCRETE OR CONCRETE BLOCK SUBSTRATE D/5,6 _ = 2015 TRTECO INC. ASSA / BERTHA H.V. BAHAMA SHUTTER 014Wu� „e1 SINGLE UNITS: CASE I 0.44167 = ai13i1s AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TILUT TESTING&ENGINE RING COMPANY ELEVATIONS FOR INSTALLATIONS WITH WESAROADS DRIVE •� BEACH.FLORIDA x 339x0 .7•Nx. WEST 15-088-- arm"I PN:(WO432-22oa FAX'(561)zos-owoEXTERIOR LOCKING ROD n FIXATION -4��= wv — wDRAWING No �R-DDG]1G N.T.S. WALTER A.IRM Jr..P.E. SHEET 3 of 7 �C� l' (,6)(C VC/50A B(te r.) �D/5A,6A �C (CONT.) �C/5A,6A / L� �B)(corlr.) D/5A,6A coNr. (2) #14x2"F.H. o — o D'/5A,6A (2) #14x2"F.H. o T�rv.)_- T "-- o D'/5A,6A S.S. S.M.S. - _—_.-_—__ S.S. S.M.S. o° - PROM J E FROM JAMB _ (2) TO TOP RAIL C TO TOP RAILQC) - 14x2"F.H. -- T (2) #14x2• F.H. S.S.S.M.S. - - .,i_ S.S. S.M.S. L i J FROM JAMB E - FROM JAMBE TO TOP RAIL I- -I- - TO TOP fWLCC r I - 1 r t I _ - I L_ 1 2 1/8" Min. LL _ 2 1/8' Min. 2 1/8" Min. L I- _T -J 7. I/8" Min. BLADE - i-- -- - BLADE BLADE - - l - - BLAUEtj PENETRATION __ _ , PENETRATION 1 PENETRATION r- T- 4- _y PENEIRATION L_ F E cl 0 - i J y CE)-- r 1T + w r- --1 �� r t -- 1 _•, � I { H I 2)#14x7" N L a D (2) Fit FA E70 —_ r 7 I FROM,VW(E�TOy .. (, 7� (2)#14YL" r - - .,'(2)#14,0- SMS.. W EVQ1E A oR Fr'I NOD - - ( — -j a IT ?� FFRON,SWMsi E w -- - FROM JAh9 TO v TO OWE JAMB L ... L- ... to 91PtE JAMB ° — — - i OIPllEOA q2 L J RADE. OF2 I .. 1 .... T ®NOD fF7C3(f I - - I A_90 F#1C71f. I. T T_ -1 a TO�J°M3 r. y TO 6F�ACE,1419 L r-- - T- * J i L .J B/ A - -- I _-i B/4A I T �' (2) SI4x2•F.H. r- 1 (2) 814x2'-FH i A/ A/4A A/ Imo— 1 S. E-. -'I S.S. }`' JAM OM TOFRO B/4A I-- _J / TOOBOJTTOM� • _ l vIo —� ;j BOTTOM RAIL SiMUR .. ,B 4A i — (2) #14x2'F.H., F- .. (2)61#x2"F.H. G "W" (SEE SCHEDULE SHEET 7) "W' (SEE SCHEDULE. SHEET 7)- -"W" (SEE SCHEDULE, SHEET 7) S.S. S.M.S. I- ------ _'I FROMSJAAMO 120' Max. MOTH - - -. D/5A,6A LAR FROM JAMBE) .__ _ TO BOTTOy ML(p). C 5A,6A TTOOLC)OM ---C i, D i / WOOD SUBSTRATE D'/5A,6A G G C _- "W" (SEE SCHEDULE, SHEET 7)-----. _. ..__ .rA/4-A 1 ---- -y ------ -- --- 1 B'' 4 C/5A,6A D/5A,6A B'/4A ' A I S i_sIlO D'/SA,6A p _WOOD SUBSTRATE (2) J1ax2'-tL _IA/ —A/. . A/4><4 -- i (z) ®laxz' F.H. S.S.S.M.S. S.S. S.M.S. - . 4FROMJAMBRUM JMIB�B'/4A �- _i �/ ATOBUTOM __ °° -• TO BOiIOM FWLU- --- ILAR RAIL (coNT.)SHEET 7)-(2) #14x2' F.H. LIFSAMS:M.11 2) 614,¢'F.H.S.S. S.M.S. CHEDULE, SHEET 7)----�'tiV" (SEE SCHEDULE, SHEEP 7)--{ FROM JAMB QE _ — .--u- -- ' �F. t2o" Max. wiorEl— ----- D/5A,6A To BOTTOM _ �r O BOTTOM FUUL 07 C/5A,6A RAI L(D� G • _. lH�_ 'OG tia11""""HFaa CONCRETE OR PLE UNITSBLOCK SES II UB III TE D'/5A,6A MUL"W'• (SEE SCHEDULE. SHEET 7)- f4 C/5A,6A D/5A,6A ;�ya``�, `I\(,EN qj •,9 'y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) CONCRETE OR.CONCRETE BLOCK SUBSTRATE D'/5A,6A = ©2oI1 m1Eco iNc. M.L. No,44167 AssA / BUM-IA H.V. BANANA SHUTTER "BY SINGLE UNITS: CASE I � -� *_ 04/13/15-: ` I L ECO,,,- AMERICAN SHUTTER SYSTEMS ASSOC.. INC. OATS ELEVATIONS FOR INSTALLATIONS WITH = `v �`� TILLIT TESTING h ENGINEERING COMPANY 1 �w WESTROADS N ��,0, �� r,o.: PIL(1/0)N2-2Taa rax:(s11)z19-sleo INTERIOR LOCKING ROD �H� FIXATION Fs'••• ••'•'N `-mom^°° ..— ,.n G«AWNG N. `S/ONA, tiAA` Ia-0111719 0.• N.T.S. IAIgInFutu N1H`1 WALTER A T1llT k.,P.E. aA SHEET 3A OF 7 FLORIDA lie. 44T67 CONCRETE HOLLOW BLOCK REQUIRED ® CORNER (Typ.) 2' x 4'WOOD STUDS REQUIRED 0 CORNER (Typ.) 3" FOR TAPCONS R SO OR 1/2" SOLID-5IT (2) 1/4'0 IAPCONS E.D. (2) 1/4*0.3/4'ALL POINTS SCUD-SET OR (2) 1/4"o PANEL MATE INSERTINTERIOR WEB (E)W/.INTERIOR WEB / NOTCHED AT (4) 3/16.0 TYP.) NOTCHED AT- RAIL to) UALUMINUM BOTTOM RAIL(jF� RNFETF POP FRO S& 5tl 6.2' BACK 5/1 G".2'SLOT - -h [(H -0 MC N5 OR (3) �/4 r 3 4'6x71 7/16 PANEIMATE OERTS TO WOOD ----------- G -------- ---- G#14x2- F.H. S.S. S.M.S. (2) #14x2" FH S.S. S.M.S. 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DATE -0�- JQTAI� 426S WILSTROADIS DW WEST PALM BEACH,FIC ICA 33Q7 4�tt T 71LUT TL�FIING&ENGINEERING COMPANY R I PIT,(wo).32-n04 rAx:(wimi-mo 15- 088 —3:b I*— wi 0 N. 00-0006719 WALTER A.WILD P.F ... to rLCRIOA Lk.T1 SHEET 'A WOCO HEADER WOOD HEADER REQUIRED REQUIRED 1/4-0 1APcoms (/4'0 TAPCONS (/4-0 TATICON SET.SCHEDULE SHEET 7) SEE SCHI SHEEI 7) (SEE SCHEDULE SHEET 7) 13 C-L rlD C 3/16-0 014.2-FELL 7-114.2•.F.H. AluwNuu S.S.SILS. S.S."s. POP RIVETS FROM JAMB& FROM.JAYS BACK&FRONT 10 TOP PAL G;) To TOP RAIL C E NTENTOR WEB -'(�FW WEB % Ul(Z-1.AT. W OTCHED TZ ED TOP PAIL@ TOP RAIL To IL(� RA '4 OR -UA OR ui SlYARARON (Typ-) CIYP.) TO CLASS i (5:1 SCHEDULE OR SHUT 1) GLASS FQSITHC (2)114.2- S.S. S.M.S. FROM JAMB To (A)OR -(2) BLADE 2 OR MID HEIGHT TO BRACE JAMS FROAT&I. E .I N. BZ OR OR !211m E UMS) OR OA (2)3/164 A-. 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