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Home My WebLink AboutProduct Approval s ,Florida Building Code Online Page 1 of 4 o � e � ll;rda Nparventq BCIS Home : Log to 1 User Registration Hot Topics Submit Surcharge Stats&Facts Publications 3 FBC Staff BCIS Site Map i Links�j'Search.j Busiines�`�,) Professibkal O Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail a FL# FL243-R15 Application Type evlslon Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 5/20/2015 Florida Building Code Online Page 2 of 4 Date Approved 12/09/2013 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 12-1218 12 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 12-1218.12 odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11111803.odf Approved for use outside HVHZ:Yes FL243 R15 C CAC 12-1218 11 odf Impact Resistant:Yes FL243 R15 C CAC 13012927.odf Design Pressure:N/A Quality Assurance Contract Expiration Date Other: Please see the Miami-Dade County Notice of 04/11/2018 Acceptance(NOA)for product performance information, Installation Instructions anchorage details,and anchor type,size,and spacing FL243 R15 II 12-1218.1i.odf information. Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.3 PW-220(Non-Impact)Prev. Aluminum Fixed Window F-6000 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11-1114 14 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/18/2016 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 11-1114.14.odF Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13-1009.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 13-1009.04.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.5 PW-620 Aluminum Fixed Window(formerly 701 NI) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13050204.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure:N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R15 II 13050204.1)df Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.6 PW-720 Aluminum Fixed Window(formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13050203.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R15 II 13050203.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDqu3mwFvZ35V... 5/20/2015 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 243.7 PW-820 Aluminum Fixed Window(formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13050203 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R15 II 13050203 odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11-1114 19 odf Approved for use outside HVHZ:Yes FL243 R15 C CAC 11111803.odf Impact Resistant:Yes FL243 R15 C CAC 12101702 odf Design Pressure: N/A FL243 R15 C CAC 13012927 odf Other:Please see the Miami-Dade County Notice of Quality Assurance Contract Expiration Date Acceptance(NOA)for product performance information, 08/11/2015 anchorage details,and anchor type,size,and spacing Installation Instructions information. FL243 R15 II 11-1114 19 odf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 PW-2820(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11-1114.19.Ddf Approved for use outside HVHZ:Yes FL243 R15 C CAC 11111803.odf Impact Resistant:Yes FL243 R15 C CAC 12101702.odf Design Pressure: N/A FL243 R15 C CAC 13012927.0f Other: Please see the Miami-Dade County Notice of Quality Assurance Contract Expiration Date Acceptance(NOA)for product performance information, 08/11/2015 anchorage details, and anchor type,size,and spacing Installation Instructions information. FL243 R15 II 11-1114.19.odf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.10 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 12051605.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R15 II 12051605.0f Acceptance(NCA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.11 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11111803.odf Approved for use outside HVHZ:Yes FL243 R15 C CAC 12-1114.05 sm.odf Impact Resistant:Yes FL243 R15 C CAC 13012927.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Miami-Dade County Notice of 04/17/2018 Acceptance(NOA)for product performance information, Installation Instructions anchorage details,and anchor type,size,and spacing FL243 R15 II 12-1114.05 sm.odf information. Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 5/20/2015 GENERAL NOTES:SERIES 7201820 DESIGN PRESSURE RATING IMPACT RATING, 7_ RGE 8,SMALL IMPACT-RESISTANT FIXED WINDOW VARIES, RATE - LARGE SMALL DESIGN SHEETS�2-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP-TO-TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'BUCK WIDTH HURRICANE ZONE(HVHZ). 47'BUCKWiDTH 48'BUCK 44-114"VISIBLE 45-114*VISIBLE 45.1/4'VISIBLE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUC`r RENEWED WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS 2*MAX, ---PlYblg"ith ft viowo INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 7-1 WMAX. 6"MAX. F,SHEET 8 0=8 Cod, D.SHEET 7 H,SHEET 9 D m . SHEET 6 LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, r USE ONLY MIAW-DADE COUNTY APPROVED MASONRY Al ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS A C E,SHEET 8 WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A 95* E,SHEET 8 UNITS AND CONCRETE WITH MIN.KST PER ANCHOR TYPE. SHEETS SHEETS BUCK SHEET7 SHEET 06' GISHEET9 G, HEET 9 HEIGHT BUCK 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE L — —-—-—-— HEIGHT —-— 93-1/4' CONSIDERED IX INSTALLATIONS.iX WOOD BUCKS ARE VISIBLE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-114' WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR 12'MAX. VISIBLE 12'MAX. 93-1/4 LIGHT O.C� LIGHT O.C. VISIBLE WMAX HEIGHT k! GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE HEIGHT LIGHT D.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT 96, STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION Is as" BUCK THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TINT HEIGHT U) Bey ARCHITECT OF RECORD,(AOR). TIP 37 HEIGHT Zf 0 t- 5) 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE -,w-u o BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF oll -w w SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 0 Lu C4 L i 0 z As ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION L ANCHORS SHOULD BE SEALED.OVERALL z 51 LL 83 5 F,SHEET 8 - - lu umwp SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OFn 6 6' 6. H,SHEET�. ul _F B—i 1— 12*MAX.D.C. D 12'MAX.O.G.O.C�21 MAX. 0c) INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEETS MAX SHEET V MAX.D.C. LLI �2 co Z) THE SCOPE OF THESE INSTRUCTIONS. m 0 o Ohio TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION y z zo 0 0 6)MAX.1/40 SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT). ELEVATION(TESTED UNIT) (TESTED UNIT) Z SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 0 APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: BE USED BY INSCRIBING THE SHAPE IN A BLOCK LU 12*O.C. SHAPES AS SHOWN BELOW OR SIMILAR.MAY Z. THEM BY THE WINDOW. GUIDE TO SHEETS: MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS�-6. in .5 GENERAL NOTES........................1 ANCHOR SPACING TO BE 6'MAX,FROM CORNERS AND 12'D.C.MAX.FOR ALL CURVED FRAME co 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALfOYCLE ELEVATIONS.............. .............I MEMBERS,SEE FIGURE 1,THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS......................2-5 0 cl) E1300-09. DESIGN PRESSURES—— 2-5 12'0.C. ]--WIDTH I_WIDTH I.—WIDTH--I WIDTH 0 z ZT.—.s z -i B.POSITIVE DESIGN LOADS BASED ONWATER TEST INSTALLATION.FLANGE.............6 MAX. Tr_ T F_ T g PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG I ,_ I a I ANALYSIS AND GLASS PER ASTM E130D-09. INSTALLATION,INT.FIN A..,.,......8 ti 2 w Ul z 3: INSTALLATION,INT.FIN B......_...9 0 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING jj Ir X 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6' I PARTS PROFILES................10 MAX IL -.111L TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS ARTS L ST ........ 10 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS WIDTH WIDTH-i WIDTH --I i111111 PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: TF_ I rd�F__ L \'yN 140 THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT Sheet # COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Description tE SHALL MEET THE REQUIREMENTS OF THE FLORIDA W 0 co In 7/16�Jami 3116'An-.099'PVB-3116"KS it im 0 1 ,5870 BUILDING CODE FOR CORROSION RESISTANCE. I m 2 7116"Lam!(3116'HS09T PVB-X16"HS) 2 x 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212: 3 1-1116"Lami.IG(311V T-71 3116"An0 9G"pVB_3jIo'HSj 3 L "L-3116"HSU9W FVtS-Jflb-ML p,(_62_A7:5 —4 1.1116'Lami.IG(3/i6`T-7Z WIDTH WIDTH--I F--WIDTH--I WIDTH-H __O ELCO ULTRACON NOA;ELCO CRETEFLEX NOA:,ANSIlAF&PA S A!,, 3 NDS FOR WOOD CONSTRUCTION-(2005)ANDADM sTis F 5 7116'LamIJ3116"An-.Ogg'SG-3116'An) 4 ALUMINUM DESIGN MANUAL-(2005� 6 7115"Le T[ T •• N PLOmo.., -1116"Lami.IG(3116'T-7116"Alt-3116"An -3116'An) 5 7 1 to ";,,"3l0NA\- o" 10)THE 720 SERIES USES A PVB INTERLAYER.THE 820 .3 SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES IS cu w MAY ALSO BE REFERRED AS THE 701 SERIES. -So'='DUPONT10 SENTRYGLAS INTERLAYER'BY E.I.DUPONT x A.LYNN MILLE OENEMOURS&CO..INC. R.P.E. .E,#68705 TABLE 2: Window Design Pressure(+/-,psf)for Glass Type 1 Long Side(in) 7116'LAMINATED 72 76 80 84 68 92 96 100 104 109-1/2 GLASS STACK 30 I+,.. +/•80 +7-80 +!-00 +/-00 *1-80 +1-80 +/-80 +/.80 +1•80 +/-60 32 +1-80 +1-80 +1.80 .180 +1-80 +1-80 +1-80 +l•8p +1.80 .090'PVB INTERLAYER 34 +1-80 +1-80 +1-80 4180 +/-80 +1-8D +1-80 +1-80 +/-79.8 +1-79.4 36 +/.80 a1-80 +1.80 +180 +1-80 +1-79.7 +/-77.2 +1-75.1 +/_73.4 +1-72.2 • 3/16'HEAT STRENGTHENED GLASS 38 +/-00 41-80 +1.80 +180 +7.78.1 +1.75.2 +/_725 +/-70.3 +188.5 +1.68.3 3/16-ANNEALED GLASS PRODUCT RLRJBWL'D 40 t1-80 -1-80 +1-79.8 +l-77.2 +l-74.3 +/•71.3 +/•67.9 +185.1 +/-63.4 +1.81.6 moomplyln8wide tha Florida 42 +1.80 +1.80 +1-77.4 +1.74.3 +J- 4 11 FialldiI C,I'71.3 +1-08.2 +!•04.7 +181.6 +1-59.8 .1-58.2 )3 di.3 de V44 41.80 +/-78.9 +/-75.4 +1-72.1 +1-68.9 +1.65.6 +/-622 +/59.7 +/-57.5 USED AT CURVED Btgvretim D46 +1-80 +1-77.2 +1-73.6 +/-70.1 +1-6&8 +183.5 +/•60.3 +157.7 FRAME MEMBERS ONLY 29 5/8" LONG SIDE - 48 +1.80 +1-79.3 +1-75.6 +1-71.9 +/-68.3 +/-04.9 +1-61.5 +/.58.2 @ 11-7/8'O.C.MAX. GLASS BITE �- By .D. f° 50 +1.80 +1.77.5 +1-74.1 +1-70.3 +/-66.7 +1-63.1 +/-59.7 T- Miami Dade Pmduct Con6o e 13 F 52 +1-79.1 +1-75.6 +/-72.4 +1-68.6 +!•65.1 +181.5 rn 54 +/-77.4 +1-73.8 +1-70.5 +1-67.3 +183.5 SHORT , 56 +1.75.8 +1-72 +/-68.6 +/-65.3 EXTERIOR SIDE �J > 58 +/•74.2 +1.70.3 468.8 a 20 60 +1-727 +1-68.7 465 62 +1-71.2 a-67.1 GLASS TYPE 1 64 +/-89.7 +186.5 LONG SIDE � 68 +1±1'13 67.718 +/-67 T NOTES: SHORT 6/ W Y 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE Y a U) 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. WO 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑N n CO v n ai°o Oof TABLE DIMENSIONS MAY BE 0 M co , ORIEP- 4TED VERTICALLY OR O LL N-j0o Z 79 HORIZONTALLY AS SHOWN. Z to LL co UU X� o O LU 00 TABLE 3: I-uZ 000 O C7 9/10 Window Design Pressure(+/-,psf)for Glass Type 3 // t' > O p v Z - 0 long Side(in) Z d rn O Z .� 1- W LL 67-718 72 76 80 84 86 92 96 100 104 109-112 1-1/16'NOM. aa J O 30 +1-80 +1.80 +/-80 +1.80 +180 +/-80 +1-60 +/•80 +1- GLASS STACK 7/16'LAMINATED J 00 a 80 +1-80 +1.80 GLASS STACK J Q 32 +180 +/-80 +1.80 +1-80 +180 +1-80 +!-00 +/-00 +/-EO +1-80 +1.80 Q F 3/16'HEAT SHORT rn ~ 11J 7aa45 34 +1-80 +/.80 +1.80 +l-00 +J80 +1-80 a!-00 +/-00 +1.80 +1-80 +180 --� �- STRENGTHENED GLASS SIDE ® a Z 0: 36 al-80 +1-80 +180 +1-80 +180 +1-80 +1-80 +/-80 +1.80 +1-60 +1.80 3116'TEMPERED GLASS • N 38 +1-80 +1-80 +1-80 +1.80 +/80 +1-80 +/-80 +1-80 +1.79.4 +1-76.4 +/-74.3 3116'ANNEALED GLASS # c F 40 +180 +180 +/.80 +1.80 +180 +1.80 +/-80 +1-76.7 +1.73.5 +/-70.9 +189 7116'AIR SPACE .090'PVB 0 Z 42 +/-80 +180 +1-80 +/80 +180 +1•80 41.77 +1-73.1 +189.6 +1•66.9 +/-65.2 INTERLAYER 44 +/-00 +/-80 +/-80 +180 +180 +1-778 +I-74.1 +1.10.3 +187.5 +183.9 11 O CL 00 `�- 48 +1.80 41.80 +1-80 +1-80 +/-79.2 +l-75.4 +1-71.7 +1.68.1 +165.1 5 LONG F CZJ r CA CA v 48 +1-80 .!-00 +!•80 +1-80 +1.77.2 +/-73.3 +1-69.5 +/85.8 USED AT CURVED �� K O e 50 +/-80 +/-80 +/.80 +/-79.4 +1.75.3 +1-71.3 +/-67.5 FRAME MEMBERS ONLY 29 518' /r/ SIDE v X W d a 52 +/.80 +1-80 +1-80 +/-77.7 +1-73.5 +/-69.5 @ 11-7/8'O.C.MAX. GLASS BITE LL 54 +180 +1.80 +/.79.6 +I-76 +/-71.8 1-3 ant 'asap sk-s 56 +1-80 +1.80 +/-77.5 +1-73.8 60 +/.80 +1-77.6 +1-73.5 EXTERIOR ��11111LYNN I 82 +/.80 +1.75.8 a 22 21 13 -_I SHORT L- \��OQ1�••••••••^4/(( 64 +1-78.8 +1-74 �I SIDE I- �'�,.'�GENSF '••F.p 66 1 +1-17.2 GLASS TYPE 3 67.718 1 +1-74.9 _� No.58705 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. %�0'. STAE OF 441 • %1,110 .,FCOR10?;. A.LYNN MILLER,P.E. P.E.p 58705 TABLE 4: Window Design Pressure(+l-,psf)for Glass Types 2&4 Long Side(m) 67416 1 72 76 80 84 88 92 96 100 1 104 109-112 1 112 1 118 120 124 128 132 136 140 144 30 +/-80 .1.80 +/•80 +/-60 +/-80 +1•80 +1.80 +/-80 +1.80 1 +1.80 +1-80 +1.80 +1-80 +/AO +1.80 +1-60 +1-00 +1.80 +/-80 +1.80 32 +I-80 +/•80 +1.80 +1-80 +1-80 +1.80 +!•80 +1-80 +1.80 +1.80 +1-80 +1.80 +/-80 +/-80 +I-80 +1-60 +1.60 +IAO +1-80 34 +1-80 +1-80 +1-80 +/-80 +1.80 +1-80 •1-80 +/-80 +/AO +/-80 +I-80 +1.80 +IAO +I-80 •1-80 +IAO +/•80 36 +/-80 +/-80 +1.80 +/-80 +/-80 +/-80 +1-80 +/-80 -1-80 0.80 +1-80 +1.80 +1.80 +/-80 +/•80 +1.80 'RODUCr RITNEW ED 38 +1-80 4/-80 +1-80 +I-80 +/-80 +1.80 •1-80 +/•80 •/.80 +1A0 •1A0 •IAO +1-80 +IAO mmplyjks,Rj the FIGMI 40 +1.80 0-80 +IAO +1-80 •/-80 +1.80 +1.80 +1-80 +1.80 +1.80 +1A0 +1A0 )oI&r,Cah 42 N-80 H•80 N-80 +1-80 H-80 H-80 +/-80 N-80 H-80 +/-80 +1.80 0 Imoine� � ,V2S,/ 44 •1.80 H•00 +1.80H•00 H-80 .l-BO +1•80 H•80 H•80 +/•80 / Dam 48 +/-80 H-80 +1A0 1 +IAO N-80 +1-80 +IAO +1-80 +1.80 By d+ 48 +IAO 1 •1-80 +1.80 1 +1A0 +1.80 +/_80 +I-80 +1-80 MWnlDeck➢mdut N 50 +/-80 +l-80 +I-80 +IAO +/-80 +1.80 +1.80 r _ E 52 +1-110 •!AO +/-80 4I-80 ./-80 +/-79.1 N 54 +fAO +/-80 +I-80 +1.80 +f-78.6 z 56 +f•80 H-80 H•00 N•79.1 N 58 +1.80 +1.80 •1•80 a` 80 +1.80 •I-80 •I-79.3 62 +1-80 +IAO 64 +/Ag +/A0 0: 66 +1-80 67-718 +IAO W m Y NOTES: > a '^oa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-71P DIMENSION TO DETERMINE THE BUCKDIMENSION. - K 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N 'd' o opo N N Of co 0c%1 W U) ' o O) O t` a Z u- N LL co J o-0 U V X�d WO F-Z 02 oo oo 7 'ON 1.1116'NOM. m O_ TABLE DIMENSIONS MAY BE O O Oi10 7116'LAMINATED -I IGLASS STACK 7116'LAMINATED ORIENTED VERTICALLY OR o O O 0 N GLASS STACK 'll I- GLASSSTACK HORIZONTALLY AS SHOWN. Z d Z - W LL -.090'PVB INTERLAYER 3116'TEMPERED GLASS • 3/16'HEAT STRENGTHENED GLASS LONG g m O 3/16'NEAT STRENGTHENED GLASS SIDE ......�� 3118'HEAT �- LONG SIDEFd- 3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116'AIR SPACE .090'PVB INTERLAYER m to W Loa45 0 m Z Of 4 11 SHORT In F�- 11 5 SIDE p W Z USED AT CURVED USED AT CURVED + SHORT ¢ oI-IS FRAME MEMBERS ONLY 2g 5!8' S/8' L @ 11.7/8'O.C.MAX. FRAME MEMBERS ONLY 20 SIDE Z GLASS 817E @ 11-7/8'O.C.MAX. GLASS BITE 1-3 1-3 Z N T O � O W (!J EXTERIOR EXTERIOR �- LONG SIDE -�I rL p 0.d 20 13 a 22 21 13 T_ an!I •'eBa raueS <:1 j GLASS TYPE 2 LONG GLASS TYPE 4 SS SIDE SIII DE \\ LLYNN lAf/��'�i,�� Q �c No.58705 SS HORDET %'b-•�- �',� a- 'A SA `=� �ONA\,E : . A.LYNN MILLER,P.E. P.EA56705 TABLE 5: Window Design Pressure(+/-,psf)for Glass Type 5 Lmg Side(In) 7/16'LAMINATED 67-718 72 76 80 84 88 92 96 100 104 109.112 GLASS STACK 30 +901.125.4 +901.120 +901.115.5 +90'•111.5 +901.108.5 +901-108 +9DI-104.5 +901-103.5 +901-1025 +901-100.7 +901.97.9 .090'SG INTERLAYER 32 +901-116.9 +901-1108 +901-105.3 +90'•101.6 +901.98.7 +901-95.7 +901-92.3 +901-90.6 -901-90.3 -1-89.9 -1-89 34 +901-108.9 +901-103 +901-98.8 +901-95.1 +901-91.8 +1.88.2 +1-84.4 -/-61.5 +180.1 +1-79.8 +1-79.4 3/16'ANNEALED GLASS 36 +901-102.6 +901.97.1 +901.928 +1.811.9 +1.85.5 -/-826 +I-79.7 -/-77.2 +/-75.1 41-73.4 +/•72.2 3/164I.R ASS 38 +901-98.4 +901-92.2 +1-88.7 +1.83.2 +/•80.7 +1.78.1 +I-75.2 +/-725 +/.70.3 •188.5 +/-66.3 ADDUCT R1Tt4B\\'EO 40 +901-95.8 +I-88.2 +/-82.8 +/-79.8 +1.77.2 -I-74.3 +/-71.3 •1.87.9 ./85.1 +1-63.4 +1-61.6 1 Complylms wgh Ibc F1.1idu 42 +901-91.3 -1•84.7 -1•80.7 -1-77.4 +1-74.3 +/•71.3 +l-68.2 +1.64.7 +/81.6 +1-59.8 +l-58.2 uil&13-Colo USED AT CURVAC�cptance No rt�j-as s 44 N-88.3 -1-82.4 H-78.9 +1-75.4 +1-721 -1-OB.9 +185.0 N-622 +159.7 +/•57.5 FRAME MEMBERS ON518' mDew 0' ZQZ 46 +1•85.4 +1.80.8 -1-77.2 +/•73.6 +/-70.1 -1-66.8 +1$3.5 -I-60.3 +157.7 (a)11-7/8'O.C.MGLASS BITE LONG SIDE i 48 -1-827 +1.79.3 +1-75.6 -/.71.9 +1-68.3 -1-64.9 +1.81.5 +158.2 ��- 9y I y 50 +1-80.9 +1-77.5 -1-74.1 +/-70.3 +1-88.7 -1.83.1 +159.7 Micml DaOe Product Co°nol r E 52 +/•721 +1-75.6 +!•72.4 -1-66.8 +I.85.1 +1.61.5 y 54 +/-77.4 +1•73.8 -1•70.5 +1.67.3 +1-63.5 EXTSS DET ^ 56 +1-758 +/-72 +1.68.6 +/•65.3 20 13 a 58 -/-74.2 +/-70.3 +1.68.8YY'' � �v 60 +1.727 .-/.68.7 -185 GLASS TYPE 5 ' a 82 +/-71.2 +1.87.1 � 64 41.69.7 +!•65.5 1� LONG SIDE ,1 66 -I-68.3 67-7/8 +1-67 NOTES: �/ M Y 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT Y' a_ 'Aaa 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. I o 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N <f• aloe O C-4 TABLE DIMENSIONS MAYBE OJ Chij W Ccv ORIENTED VERTICALLY OR 0-1 N_1 p z a n HORIZONTALLY AS SHOWN. Z LL to ld Co zi W TABLE 6: W() X SQ O Q Z O 2 00 7 oN 1-W 03 O (5 0410 Window Design Pressure(+/-,psf)for Glass Type 7 n> p� a Z C o Long Side 0n) y/ Z Q.Z W LL 67-718 72 76 80 84 88 92 90 100 104 109.112 1-1116'NOM. g M O 30 +901-130 +901.130 -901-130 -901.126 -90/-122.6 -901-119.8 +901.118.1 +901.117 +901-115.8 +901-112.7 +901-109.9 GLASS STACK 7/16'LAMINATED 32 +9DI-130 -901-125.1 +901-118.9 +901-114.8 +901-111.5 -901-108.1 +901-104.3 +901-102.4 +901.102 +901.101.4 +901.99.7 GLASS STACK H 1- 34 +901-123.1 -90'-116.4 +901-111.7 +901-107.5 +901-103.8 -901-99.7 +901-95.3 -901-92.1 +901.90.5 -/-90 +1-89.6 SHORT 'Si (1) W 1224S 36 -90!.116 +90'•109.8 +901.165.8 +901.100.5 +901-986 +901.93.3 .l-g0 +/-87.3 +/84.9 +1.82.3 -1-81.2 • 3118'ANNEALED GLASS SIDE 01 Z X O 3/16'TEMPERED GLASS 3/16'ANNEALED GLASS 38 +907-111.2 +901-104.2 +901.97.9 -901-94 +901-91.1 +/-68.2 +1.84.9 +/-81.9 +1-79.4 */-78.4 -I-74.3 -7- V) F 40 +901-106.9 -901.99.6 +90/•93.4 +901-90.1 +1-87.2 +/-84 +1.80.5 +1-76.7 +1.73.5 +1-70.9 +1-69 7116'AIR SPACE .090'SG INTERLAYER } O W Z 42 -901-103.2 +901-95.7 +901.91.2 +/•87.4 ./$4 +1.80.6 +1.71 -1•73.1 •189.8 +l-68.9 +155.2 ¢ D �. a1aaS 44 +901-99.7 +901-93.1 +1-89.1 +1.65.2 +/81.4 +1-77.8 +1-74.1 +1.70.3 -/87.5 +1.63.9 11 a Z 0_ 'S 46 +901-96.5 +901.91.3 +/-87.2 +1.83.2 +1.79.2 +1-75.4 +1.71.7 -/-68.1 +185.1 5 0 Z N 04 48 +901-93.5 +1-89.6 .1-85.4 +1-81.2 -A77.2 -1-73.3 +1-69.5 +1.65.8 LONG inw 50 -901.91.4 41.87.8 -1.83.7 +1.79.4 +1.75.3 -I-71.3 -18USED AT CURVED SIDE 7.5 518' U W O p 52 -/-89.4 +1.85.5 -1.81.8 +/•77.7 -/-73.5 +/-69.5 FRAME MEMBERS ONLY 29 GLASS BITE X W D_2 w @ 11-7/8'O.C.MAX. LL D 54 -/-87.5 +/-83.4 +1-79.6 +/•76 +1.71.8 1-3 •111 'asap sauas 56 +/-85.6 +1-81.4 +1.77.5 -/•73.8 58 +1.83.8 +1-79.4 +1-75.4 ( \1111 (171 60 -1-821 +1-77.6 +I-73.5 EXTERIOR ��\ LYNN 62 +/-80.4 +1-75.8a 22 21 13 J SHORT ` ��pN�......,•A!/((�/ice/ 64 .1.78.8 -1-74 -I SIDE ` P:. -ICENSF •, .p 66 +1x7.2 GLASS TYPE 7 ' 67-718 .1-74,9 I• No,58705 •• NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. - �- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. -)q I/� 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. A STATE F :•C(/�` 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. ��0��•'•.F[OR10P'.•'G�� S/0NN_ A.LYNN MILLER,P.E. P.E.B 68705 TABLE 7: Window Design Pressure(+l•,pso for Glass Types 6 8 8 Long Side(In) 67.718 1 72 76 80 84 88 92 96 100 104 109-112 112 1 116 120 1 124 128 132 136 140 144 30 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 •901-130 32 +901.130 +901430 +901-130 +90f.130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901430 +901.130 +901-130 +901-130 1 +901-130 +901.130 +901-130 +901-130 +901-130 34 +901-130 +901.130 +901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 RODUCr RUNEWED 36 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 c0mplybq with the 1706d. �'y 130 38 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-129.2 +901.127.3 wl�d13_0��t 1 40 +901- +901-130 +901.130 4901.130 +901.130 •901.130 +901-130 +901.130 +901-130 +90'-126.8 +901.123.2 +901.122 42 +901-130 +901-130 +901.130 +901430 +901-130 +901.130 +901.130 +W.129.3 +9(Y-123.2 +90-119.7 +901-116.4 44 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +90•-124.5 +90'-119.4 +901-115 - i 46 +901-130 +901430 +901-130 +901-130 +901-130 +901.130 +90'426.9 +90'-120.5 +96'.115.3 Mimi Deck Y'0du01 cmitr 48 +901-130 +901-130 +901430 +901-130 +901-130 +9W-129.7 +901.123 +9d-116.5 rn 50 +901-13D +901-130 +901-130 +901-130 +901-130 +90'-126.2+89.41.119. F 52 +901-130 +901-130 +901-130 +901-130 +901-130 +88.81-123 m 54 +901.130 +901.130 +901-130 +901-130 +88.81-127.1 rc 56 +901.130 +901-130 •901.130 +89.41-129 50 +901.130 +901-130 +9D1-130 0: 60 +D01-130 +901.130 +89.61.128. 62 +901-130 +901-130 ' 64 +901-130 +901-130 = +901-130 67-718 +901.130 ro Y NOTES: a 3 •"'a 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Q 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. v1 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N h a100 Q c?4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. Q NN U) o AW N J J rn o Z e0 r Z +Nq LL (co _i uaoiO W OU X2 o 0 W Z 02 a0 TABLE DIMENSIONS MAY BE C3 LU m _ O oleo ORIENTED VERTICALLY OR o> cj O 'a Z a 1-1/16'NOM. HORIZONTALLY AS SHOWN. `"Z D.Z W LL 7116'LAMINATED GLASSSTACK J O 7/16'LAMINATED LONG GLASS STACK GLASS STACK SIDE11 -1 I� LONG SIDE ¢ ~ 3116'HEAT STRENGTHENED GLASS I- IOa�S .090•SG INTERLAYER 3116'TEMPERED GLASS • a' W 3116'HEAT • 3118'HEAT STRENGTHENED GLASS � ® m Z IY 3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090'SG INTERLAYER SHORT 7�!N zG O Z 4 11 5 11 SIDE y/ I SHORT ¢ z C. USED AT CURVED -^I SIDE O Z N N USED AT CURVED F FRAME MEMBERS ONLY 29 518' 518' FRAME MEMBERS ONLY 29 w W @ 11-7/8'O.C.MAX. GLASS BITE GLASS BITE @ 11-718'O.C.MAX. O X W a IL 1-3 1-3 f-+- LONG SIDE -►-� LL 0 EXTERIOR EXTERIOR a110 •asap sauaS 20 13 a 22 21 13 SS HORLo G DETr SIDE �. NY 1LYNN Q1 GLASS TYPE 6 GLASS TYPE 8 L \��P\a��O'�1GENSF (�FQ 1 1c i7 No.58705 -`I SHORT 7 C 13 -I SIDE % STATE F Qj S/0NA1.EC 111111 A.LYNN MILLER,P.E. P.E.0 68705 2X WOOD BUCKSTRIP —J EDGE ORFRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT —I DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE AI_ 1/4•MAX SEE NOTE 2,THIS SHEET 0 EMBEDMENT T rSHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE 1I EDGE DISTANCE PER SUBSTRATE, . a. DISTANCE PNODUCI'RBNBWBU EDGE 6 SEE TABLE 8,THIS SHEET oe oomplylne with the Florida DISTANCE BWlding Colo�1 2 /'•n,• L1/4'MAX AoocptsrtcapNa�oell .71.r'G^ 1 i a TYP.ANCHOR TYPE, Mimnl ado Roduct Control EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, SEE TABLE 8,THIS SHEET z USED AT CURVED 11 a 29 FRAME MEMBERS ONLY '.e EXTERIOR Q 11-718'O.C.MAX. CONCRETE/CMU 4 11 V. > PER ANCHOR VISIBLE LIGHT WIDTH= �I 5 REQUIREMENT WINDOW BUCK WIDTH-2-3/4' WINDOW BUCK WIDTH CONCRETE(CMU co WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR a U) BUCK REQUIREMENT W HEIGHT 1/a'MAX.SHIM HORIZONTAL SECTION A-A `" ° `- O Y n � algia O C', I TIP-TO-TIP O alCD WINDOW #12 STEEL ,A A o L0 � n HEIGHT VISIBLE SELF-DRILLINGSMS Z LL �IJi m aM^�0 O LIGHT (GS),SEE TABLE 8, TABLE 8: =W W g HEIGHT= THIS SHEET Min.Edge Max O.C. U U X<n 0 WINDOW Anchor Substrate DW82a ce Min.Embedment Spacing W Z O� 00 •oN BUCK P.T.Southam Pine(SG=0.55) 9110• 1-318' 12' o W m O U 0/n0 HEIGHT- INSTALLATION #12 or#14410 SS Screw Aluminum,6083-T5 min. 318' 0.063'• 12' 1–� Q� } Z p 2.314' A36 Stool 318' 0.063•• 12' Z !i Z O METHOD D Steel Stud,Or.33 min. 318• 0.045(16 Go)' 12' �¢¢ LLO INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9116' 1-318' 12' J UNDERNEATH THE Aluminum,6063-T5 min. 318• 0.063•• 12' '--t Z cc BEADING #12 ar#i4 Steel Screw(05) A36 Steel 310' 0.063'• 12' Fa-- O EXTERIOR Steel Stud,Gr.33 min. 318' 0.045" 18 Ga)' 12' © m Z f- lacus MIAMI-DADE APPROVED MULLION 114'410 SS CroleFlex Ungrouled CMU,(ASTM C-90) 2-112• 1-1/4' 12' QQ U # J F Concrete(min.3.35 ksl) t• 1-314' 12' 0 Q 21 (SEE SEPE MIN NOA),ALUMINUM, O )– Z Concrete(min.2.85 ksl 1' 1.314' 12' 6 STEEL FRAMING OR STEEL STUD. ¢ U to ale's SEE SUBSTRATE PROPERTIES, 114'Steel Ullracon Concrete(min.2.85 ks0 2-117 1-318' 12' LL Z Z Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4' 12' O o 0 5 TABLE B,THIS SHEET Uj n N r1/4'MAX SHIM Grouted CMU(ASTM C•90 2-112' 1-314• 12' O cQ .-1L Concrelo(min.3.5 ksl) 1-114' 1.314' 12' w W 5/16•Steel Ulbacon Grouted CMU,(ASTM C-90) 2-112• 1.314' 12' O X R.0-1 MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL 1X WOOD BUCKSTRIP, apt --t7 rauas SEE NOTE 2,THIS SHEET ONS kYNN A11Z,i � ' EMBED CONCRETE PER `�,�,.•�TGENSt; •.F'P \ �''q. ' - ANCHOR INSTALLATION NOTES: : ••.�< •..9.: ...,. REQUIREMENT -�Y.1 N0,58705 1,USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - — 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE !tr INSTALLATION EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-112•THICK OR GREATER. f 1', STA E'OF3 :'Lv DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING O p TYPES SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. T�'•.FLORtO,,•��j\ VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. //7/S,,ONAL``\` lllrntt 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#56705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION r_ EDGE OR FRAMING,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X WOODBUCKSTRIP, •. EMBEDMENT INSTALLATION SEE NOTE 2,THIS SHEET I ' TYPES O EMBEDMENT L SHIM TYP.GE DIST NCETYPPER SUBSTRATE. AND 1 f EDGE DISTANCE PER SUBSTRATE, EDGE �L EDGE O6 SEE TABLE 9,THIS SHEET DISTANCE RODUCr RBM%VED DISTANCE complying with Um Florida �{ uild(nI Colo.' 2 oildin. eNo 2 SHIM MAX 202 p SHIM ; ion, . TYP.ANCHOR TYPE, Miami Dade Product Centro EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 9,THIS SHEET 17 EXTERIOR USED AT CURVED > EXTERIOR 29 FRAME MEMBERS ONLY - '°.' .•• 4 11 (L7 @ 11-718'O.C.MAX. CONCRETEICMU I VISIBLE LIGHT WIDTH= 5 ro PERANCHOR WINDOW BUCK WIDTH-2-314' REQUIREMENT r WINDOW BUCK WIDTH CONCRETE/CMU LU WINDOW PERANCHOR >BUCK HEIGHT 1/4-MAX.SHIM HORIZONTAL SECTION C-C REQUIREMENT 0 W o } 't iso p N 1112 STEEL OO NNa •04 W o SELF-DRILLING SMS J c7 M UJ (V VISIBLE (GS),SEE TABLE 9, D u- N-. J C) Z LIGHT THIS SHEET TABLE 9: Z u- O LL O J u,xoip p HEIGHT= Anchor Substrate Min.Edge Min.Embedment Max O.C. U U X W o � WINDOW Distance Spacing W— O 2 a0 7 'oN ___.. BUCK P.T.Southam Plno(SG=0.55) 9/16" 1,3/8' 12' F-'W m O � O 9llp HEIGT- p12 or 1114 410 SS Screw Aluminum,606375 min. 318' 0.053'' 12' r> O YO a Z o 2314• INSTALLATION A36 Steel 318' 0.063' 12' o Z D.Z rn 0 TYPE H Steel Stud,Gr.33 min. 318' 0.045' 18 Go 12' v t— Z tL ! P.T.Southern Pino(SG=0.55) 9118' 1-318' 12' g O EXTERIOR Aluminum,606375 min. 318' 0.063'' 12' •--r F r q12 or/114 Steel Screw(G5) m a A38 Steel 318' 0.063" 12' J Steel Stud,Gr.33 min. 318' 0.045'(18 Go)' F12 0 m Z Q 13345 MIAMI-DADE APPROVED MULLION 114'410 SS CreteFlax Ungrouted CMU,(ASTM C-90) 2-112' 1-1/4'21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksl) 1' 1-314' Z F-BSTEEL FRAMING OR STEEL STUD. Concrete min.2.85 ksl) 1' 1,314'SEE SUBSTRATE PROPERTIES, Concrete(min.2.65 kel) 2-117 1-318' ¢ Z (7 along 114'Steel Ultmcon u- WTABLE 9,THIS SHEET Ungrouted CMU,(ASTM C-90) 2-11T 1.1/4• O J OOGrouted CMU ASTM C-90 2-112' 1-314' f: .�r 04 041/4•MAXSHIM Concrete(min.3.5 ksl) 1-1/4' 13/4' w 5116'Steel Ultracon LU3Grouted CMU, ASTM CSD 2-112* 1-314' X 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, 301 -=sap sel�ag SEE NOTE 2,THIS SHEET \\\ //7 Ny LYNN d9/ 77i gyp ,......... !( CONCRETE PER \�P` \,\CENSE '•,F� EMBEDMENT ANCHOR INSTALLATION NOTES: ti* x+ •{ REQUIREMENT N0.58705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION I 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE TYPE F h DISEDGETANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X•ARE 1-1/2'THICK OR GREATER. S)p'. STA OF AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING %•(� F(OR10P,.•' \� SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. 7 •. Cp VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /777/S��NAL % 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.1158705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE —►I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE DISTANCE 114•MAX INSTALLATION DISTANCE SHIM EDGE DISTANCE ►{ TYP_EI a 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP a +WBU OR FRAMING,SEE PRODUCT RCNL OR FRAMING,SEE as comply8i8 iviW the FlarWn NOTE 2,THIS SHEET NOTE 2,THIS SHEET BruldmgCode �1 DS02. 1/4'MAX &"I"_ No . TYP.ANCHOR TYPE,EMBEDMENT AND 1ix�jrQliojl Unla C31 3 SHIM EDGE DISTANCE PER SUBSTRATE, ,' "j 4 6 SEE TABLE 10,THIS SHEET Y"�v " Miami[hde Product Contro EMBEDMENT 11 3 MENT a USED AT CURVED � EXTERIOR 29 FRAME MEMBERS ONLY @ 11-718'O.C.MAX. 11 � EXTERIOR WINDOW 4 11 Y BUCK I VISIBLE LIGHT WIDTH= 5 a Baa HEIGHT WINDOW BUCK WIDTH-2-3/4' Q O 1!4•MAX.SHIM WINDOW BUCK WIDTH }n atop 0 Co pv N IYco w d VISIBLE INSTALLATION HORIZONTAL SECTION E-E 0-z LL C,LL � z ep 17 HE;GHT= TYPE L x 11i � — w :E WINDOW W Z XO;EcO 5 --on BUCK #10 STEEL ~ly1 m O VMO HEIGHT- SELF-DRILLING SMS r� p Y Z p �z az o LL THIS SHEET TABLE 10: v g O Min.Edge Max.O.C. OD Anchor Substrate Distance S el 2-112"x.113"Box Nall P.T.Southern Pine SG=0.55 5116" 5" 0 Z 2.314" (G5),SEE TABLE 10, Z P-3492-i/2'x.t31'Common Nall P.T.Southern Pine SG=0.65 3J8" 5' 2-112"x.146"Rooiln Nall P.T.Southern Pine SG=0.65 318" b' F 21 P.T.Southern Plne SG=0.55 112" 5° O Q Z 6 2X WOOD BUCKSTRIP EXTERIOR eloas OR FRAMING,SEE 0.093"Aluminum,6063-T6 min. 5/16" 5" < Z .J #10 x 1"Steel Screw' v_ NOTE 2,THIS SHEET � 1116"A36 bleat 5/16, b' N N 5 - 0.045" 18 Ga Steel Stud Gr.33 6!1 G' 5" 1100 N N �1/4'MAX SHIM MIAMI-DADE APPROVED MULLION 0 z 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. "1 W (SEE SEPERATE NOA),ALUMINUM, O X Z as STEEL FRAMING OR STEEL STUD. LL LL SEE SUBSTRATE PROPERTIES, a0!1 •asap squab INSTALLATION _ TABLE I0,THIS SHEET TYPE J d EDGE DISTANCE `� �ON�N1GECNSE ENN•M/�C( L INSTALLATION NOTES: v '•.,'P TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. = x No.56705 `-+— EMBEDMENT -► AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS•lX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE .Q'•,� F{'1�)-3 W OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X•ARE 1-1/2'THICK OR GREATER. '., STA.1 EI F Y. VERTICAL SECTION F-F INSTALLAT ON JURISDICTION,TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING b(�•., RLORIOP••' \�` 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �ONN -III \` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT INSTALLATION TYPE MI FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 'FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, 1/4'MAX • MORE THAN 6.O.C. ANCHORS MAY BE NO EMBEDMENT SHIM • MORE THAN 6'O.C. O 1X WOOD BUCKSTRIP,SEE 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET PItODUCy ftEMi\VED OR FRAMING,SEE m complying a4th 1110 Fleridn NOTE 2,THIS SHEET Building Cede ?�I �.D �1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND Acceptanceat J VJt/ 3 SHIM EDGE DISTANCE PER SUBSTRATE, RKylra�f Date �2 4 TYP.ANCHOR TYPE, B SEE TABLE 11,THIS SHEET �• EMBEDMENT AND EDGE Miami Dade Aaduoi Co+rbbb DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET 3 p USED AT CURVED EDGE H EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE O EDGE rc (� @11-7/8'O,C.MAX. - ..•y' DISTANCE n r CONCRETE/CMU 11 PER ANCHOR WINDOW REQUIREMENT 4 11 CONCRETE/CMU M Y BUCK VISIBLE LIGHT WIDTH= 5 PER ANCHOR a rn '^ail REQUIREMENT WINDOW BUCK WIDTH-2.314' p a O HEIGHT 114'MAX.SHIM �+— CD co CD WINDOW BUCK WIDTH EXTERIOR N h ol°p p 07 0 LUJ I GIHT INSTALLATION TYPE O HORIZONTAL SECTION G-G z LL 01 LL � °Moa o HEIGHT= 'FOR THIS INSTALLATION x i2 6 C3 WINDOW METHOD ONLY, TABLE 11: Z O 2 1 5 'oN BUCK ANCHORS MAY BE NO Mlrt Edge Max.O.C. o W co Y J• O7r0 HEIGHT- • MORE THAN B'O.C. Anchor Substrate Alin.Embedment 2.314' Distance Spacing o O O O o P.T.Southern Pine SG=0.55 9116' 1318• 6' �Z d Z LL #12 STEEL #12 or#14 410 SS Screw Aluminum 808375 min. 318' 0.083" 6' g O SELF-DRILLING SMS A38Sleel 318' 0.063•' 6• _j rn (G5),SEE TABLE 10, Steel Stud,Gr.33 min. 3/8' 0.045'18 Go)' 6- OR SHEET P.T.Southam Pine SG=0.55 9116' 1318• 6' e, bays #12 or#14 Steel Screw(GS) Aluminum 6063.75 min. 316- 0.063•' 6- ® &; Z ZO A36 Steel 318' 0.063" 6" F- p 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud,Gr.33 min. 3/8' 0.045'18 Go' 6' O Z EMBEDMENT AND EDGE U routed CMU, ASTM G90 2-112' 1-114' 12" B DISTANCE PER SUBSTRATE, 114.410 SS CreleFle% ¢ Z � BJOas Concrete(min.3.35 ksl) 1• 1314' 12' u_ Q SEE TABLE 11,THIS SHEET Concrete min.2.85 ksl 1• 1314' 12' O � ~ 04 N 5 MIAMI-DADE APPROVED MULLION z n ro r1/4'MAX SHIM Concrete min.2.85 ksl 2-1/2- 1318' 12' C1 Z —1L (SEE SEPER IN OR STEEL ALUMINUM, 114'Steei Ullracon U routed CMU, ASTM G90 2-112• 1.1/4'. 12' SSEE SUBST ATE PROPERTIES, Grouted U LL LL IL IL Grouted CMU ASTM G90 2-112' 1314' 12' SEE SUBSTRATE PROPERTIES, LL LL TABLE 11,THIS SHEET 5116'Steel Ullracon Concrete min.3.5 ksl 1-V4" 1314' 12• egN •osa0 sauas INSTALLATION Grouted CMU,ASTM G90 2-112' 1314 12' TYPE N 1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. D SEE NOTE 2,THIS SHEET WillIII///// M��/��i INSTALLATION NOTES: ��,•'•�,%CENSt. F.Q EMBEDMENT Q•: < 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 3 Yf•' •• . - No.58705 _ • '. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE - EDGE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2'THICK OR GREATER. ='O•'v`•tSTIATW� INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORITY HAVING DISTANCE JURISDICTION. ��0�• ZORIO VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /��iS. .. AS N �C, 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNI AILLER,P.E. REA 58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES i t'ItoDUCT RENEWED n°compl)•h,0 oith the rlodda UuilJing Cale�LJ 01 Accepwwe No } ANGLED/CURVED ANGLED/CURVED ExPicNi�dDeW O s FRAME ASSEMBLY FRAMEASSEMBLY 9D'CORNER 90'CORNER Miami Dade Product Contro + I FRAME ASSEMBLY I FRAMEASSEMBLY I � I m 10 I j 10 m ALL CORNERS TO j ALL CORNERS TO USE GASKET I / USE GASKET I ; AND/OR SEALANT I / AND/OR SEALANT I a j / I m i / j EQUAL-LEG FRAME � � a � 'eaH / FLANGE FRAME p 0 o / to EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR C9 N C', °IOa 0on AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS O j W d FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS A7 JO rn o Z uB 30 SCREW BOSSES.SEALANT AT ALL CORNERS a SCREW BOSSES.SEALANT AT ALL CORNERS Z u- LL coo .=1 s"1O1a O F1IJIl O W 30 FW? an O (7 W �n+o h> O v z0 zz o 2.784' —►{ 2.784' 2.784' Z D.Z .094' — 4�— I .094' —�I�� .094' U O TABLE 12: .074' I .002' .074' 062' .074• .062' J_j 0 0 Item 1.375 1.375' o F Q PGTPart# Description Material ® ° y (0 )aays # 1.875'000 8' 500' .4.4339' 500' 438' Z Z 1 4263C Flanged Frame Alum.6063-T5 1. F 3 O ~ 2 4286 Equal•leg Frame Alum.6063-T6 .500• �—��-- .050"000G' —.-I�•�-- .050•i00°6' + .050•i000G' O CO z 1.125' ¢ Z w al°'S 3 4256 Integral Fin Frame Alum.6063T5 O FLANGE FRAME O EQUAL-LEG FRAME •077• u 4 4265 7/16"Lami,Glass Beading Alum.6083.75 #4253C,6063-T5 #4285,6063-T5 �-- o04 5 4254 I.G.Glass Beading Alum.606376 3 FIN FRAME wW O a d 6a 4270 Installation Fastener Cofer Alum.6063T5 O #4256,6063-T5 tL m 6b 4224 Installation Fastener Cover Rigid PVC I °ou ' a cauas 10 70589C Gasket(at 90°caner joints) Polyethylene •970' I�— �— .346' 1.037 \\\\\ (LYNN 4y�/" 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,aro.65+l-1 �`\\� 'CENS <<F .875' .875' \ �� ),\ E •.'P i 13 Dow 899,GE 7700 Silicone or Equiv. � Q'� •.•>`< 20 71052K Selling 81«k,Mono.3116'x 7119'x 4" Neoprene,Duro.85+/-1 F1 �—►Ir— .050 050' / N0.68705 050' 21 71704AK Selling Block,I.G.3116'x 1-3132'x 4" Neoprene,(Duro.85+/-1 — - 22 DURAK716 7116'DuraSeal Spacer 7116"LAMI INSTALLATION ( t 3 L I.G.GLASS = 0 '. GLASSBEADINGO BEADING FASTENERCOVER %� ' STAT OF /t7 29 96 x 1-114"FH SMS Stainless Steel 4 5 6a O #4255,6083-T5 #4254,6063-T5 #4270,6063-T5 %�`�•.,RZOR)OP.. 30 1 781PQX 108 x 1"Quad PH SMS Stainless Steel A.LYNN MILLER,P.E. P.E.#58705 Florida Building Code Online Page 1 of 2 l � Flo''dai Deparmeld SCIS Home i Login i user Registration Hot Topics ; Submit Surcharge S Stats&Facts E Publications I FBC Staff ; BCIS Site Map I Links Search Busines �� Professiki i product Approval USER:Public User Regulation i. Product Approval Menu>Product or Application Search>Application List>Application Detail { FL# _FL389-R7 Application Type ision Code Version 2010 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 Accordion 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. P.E. 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 W. Knezevich,PE R Validation Checklist-Hardcopy Received Certificate of Independence FL389 R7 COI ASSA INC CERT.IND. HV3 14-0428.02 DRWG13- 031.0f Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R7 Eauiv LETTER CERTIFY ASTM E 1996.odf Sections from the Code http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 5/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 05/05/2014 Date Validated 05/05/2014 Date Pending FBC Approval 05/06/2014 Date Approved 06/23/2014 Date Revised 04/29/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 13- (top and bottom)for storm protection 031 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R7 II ASSA INC DRWG 13-031 HV3 NHVHZ.pdf 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". Max span is 12'-7"for 35 FL389 R7 AE ASSA INC PROD.EVAL.REP. HV3 14- psf positive ASD load and 13'-0"for 35 psf negative ASD 0428.02 DRWG13-031.odf load for one specific condition shown in span tables.Max Created by Independent Third Party: Yes span versus toad varies with Blade 1 or Blade 1 and 1A working in unison,as well as existing structure condition. See sheet 5 for schedules showing appropriate values. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 11-192 (top and bottom)for storm protection 4imits of Use Installation Instructions Approved for use in HVHZ:No FL389 R7 II ASSA drwp 11-192.pdf 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".Max.Span is 16'-0"for 30 FL389 R7 AE ASSA Productevaluationreoortdrwo11192 Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVI.and HVSA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 11- (top and bottom)for storm protection 194 Limits of Use Installation Instructions Approved for use in-HVHZ:No FL389 R7 II ASSA DRWG 11-194.Ddf 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.Max. 16'-0"span at 30 p.s.f ASD load FL389 R7 AE ASSA Product evaluation report drwci 11- for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 194.1)df 12, 25 and 28 respectively Created by Independent Third Party: Yes Badt Next Contact Us::1940 North Monroe Street,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: ag 59R °cf".. M5 M securit'Si tiYItIC31 t httn://www.floridabuildiniz.org/nr/nr ann dtl.aSnx?naram=wGEVXOwtDavYYHH2vJvx5... 5/20/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDIC11ON WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 14, 15. 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1; HV BLADES n&_w BY MULTIPLYING THEM BY 0.6 IN ORDERO COMPARE THESE W/MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 14, 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 2 -37 SHEET J ATL REPORTS: BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIN1 D AND LARGE MISSILE IMPACT LOAD PAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 31-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -MV BLADE O /0214.01-03, 80715.01-03.11004.01-05.81214.01-05, 80317.02-013,/0609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 ARCA ?• HV BLADE C1�A-ND HV WINDOW RUDE--(Al AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1.2&3)& 11220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPUCABLEI -HV WINDOW BLADE Q 80505.01-08 AS PER ASTM E-1886 AND E-1996-(MISSILE LEVEL D.WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. HV BLADEDi AND HV WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS MV SHEET 8 ].BERTHA M.V.ACCORDION PINS(HV SCREWS),USED E BLADES KNUCKLE AND FOR DIRECT NOUNS CONNECTION TO TRACKS SHALL BE 114v2.75'AND OATING S TEM AS MANUFACTURED ACTURE MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 NGi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSNIELD COATING SYSTEM AS NANUFACTUREO BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE MV MARKING ON THEIR HEAD. 4.ALL-T5 ALLOY.EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS Z ANEND CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 fi005-TS O 3,MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kci AND 15.7 Mai FOR MAXIMUM SPIN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k5i MIN.YIELD STRENGTH AND 90 kai MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3,3.4. ANCHOR SCHEDULE-CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k.i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR-ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13,14,15 AND 20 INSTALLATION.DETAILS M-R,WOOD SHEET 16 MV BLADE Q"&.QA� .WORKING IN UNISON: 12, 13& Ari. INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12& X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.-PATENT 85'458;179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3; HV WINDOW-BLADE 1nA ONLY. 9:IT SHALT.BE-THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE-ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK- - ALL SHUTTER COMPONENT EDCES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN-INTRUSION. TYPICAL SHUTTtO ELEVATION 'SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD A 4: HV WINDOW BLADE t,1�ONLY AREA CENIERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. - 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE _ PERMIT IS APPLIED TO. 13.(a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (o)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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 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 UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1111 � ®2011EASTERN METAL SUPPLY,INC. L�'`LIIP`��R A r.<<�r=_ B RT A TM S S Accordion Shutter System . ,_,'• NSA^9 L< /71L FEC O �N�. , KV. RAM y1 W/OR W/O H.V.WINDOW MADE r „- American Shutter SysteTe EV.x OEsQIIFnox DATE DRAWN BY: A.O. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-063 11/29111 OATS II/29 11 6355 N.W.39th.St.Sta.305,VIRGA (I ROMS,FLORIDA 33166 - -,AA Ph__:(305)871-1530.Faw:(305)871-1531 4268 Westroads Drive 2 DRAWING No flIOP.• \��'L1�1 '-maEe ouo'719 m West Palm Beach, FL 33407 i 11_�92 s •..•• WALTER A.TILUT Jr.P.E s/0 \ 11 FLORIOA Uc.1 44187 5 SHEET P. "3F1iJ IG Tt1gE/DATE e 0F 20 3.4 TOR WnOor AApE U VARIES . 1.491' p 0.454' 09 q p.0. 4.371' 0 y4• 4 5' 0 4.857' 4.999' r .375' h 1 HV SOLID DE BLA3O WV UNIVERSAL FLOATER �. 50 HV 90-1190- STARTER COVERED UNDER US PATENT # 545fl179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE O ¢ HV DIRECT MOU HV BLADE i 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 - BLADE o1 37. 6063-T6 ALLOY ANO TEMPER 6063-T6 ALLOY AND TEMPER .124' "085' i. 70' 2.670• 3 (1Y1'-) .994' ..1-.000' n .870' 2.226' 0 072 842 8 4 B97' n 0 8 N ' ry 8 092' - O7 HV ADJ. ADAPTER W f LIP 4.43a" 12 1.375• 007T s' QUALIFIED FOR USE W/ HV (g�4V WALK-OVER TRACK 920 ©HV ADJ. FLOOR TRACK BOE 'O QUALIFIED FOR U��SE W/ HV O9 HV TRENCH �R CCK 255 3.750• 3-T6 ALLOY AND TEMPER SLADE(11 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY 111 TEMPER BLADE Q ONLY. 10 HV RAINGUARD BLADE D 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 063-76 ALLOY AND T ^ VARIES '^ 938' BLADE 1 VARIES 1.935' 6063-T6 ALLOY A D TEMPER 1.917' o ax. 083' 083' S eiy`• _ 7.570' d 10.7 0O161 4' 67 0 m ..006803•' 093' .093'0& 2!-9.,09" 90' }^ .D9 .060' 670 ' A193,61 m 670 1.686' 3 - 11 70 HV-CEILING HEADER �1U2"HV HEADER/SILL 13 HD CEILING HEADER/SILL Q UFlEO FOR USE W/ HV BLADEMONLY, QUALIFIED FOR USE-l'! HV BLADE 1 ONLY SEE SECTIONS FOR VALIDITY- 6063-T6 AULD AND TEMPEP QUALIFIED FOR USE W/ HV BLADED ®HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W'/ HV 6063-T6 ALLOY AND TEMPER _ 6063-T6 ALLOY AND TEMPER 13LADE11)ONLY. 6063-T6 ALLOY AND TEMPER MN%NN.Y MK t COMPONENT A 8 Tl T2 % y 1 2' 2' 0.125' 0 2" 5'MAX. 1/8' t/B' 3' 1 3' 0.090. SIDE ANGLE0 2" 5'M . 0.192" 0.192' 10 SUM. �Q CORNER QUALIFIED POSTSLIFIED FOR USE W/ HV- ALUMINUM ANGLES 19 2.5' 7"MAX. 0.190" 0.190" �UAUFIED FOR USE W/ HV BLADE Lll QUALIFIED FOR USE W/ HV BLADE 0 6063=T6 ALLOY AND TEMPER BLADE 1O ONLY. ® 2" 5'MAX.,0.139' 0.131' 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ."" ID2011 EASTERN METAL SUPPLY, INC. ER A. TO __8_ER_TM TM SCE _ Accordion Shutter System = Ti ECO ) cc. ■ ■ ■ ■ KV. MADE p1 W/OR W/0 H.V.WINDOW%ADE '/N9(44J67 zAmerican Shutter Systema IEV.N. DESCRIPTION DATE .DRAWN BY: A0. * i* TILLIT TESTING & ENGINEERING COMPANY WW N.W.Sem.se,51e.305.WRcwW O.ROEns.Flnww 331ee Association, Inc. 1 OLD 11-063 11/29/11 DATE: 11/29/11 STATE OF TQ `1� Phone:(305)871-1530 .Fox:(305)871-1531 4268 Westroods Drive 2 e--I]:6iteeosbel.- West Palm Beach, FL 33407 3 DRAWING No ��2 OIC F�QRI04`.. lV 11 Ee-0006719 -1 nn P.!•• � 1�)VS4 �\?%IDATE FLowon U.j 44167E 5 SHEET 6 2 OF 20 4.66• .929" 4 576• N' 2.293" t/N•-D0 DIEHO COST al. LIT HEAD MREAOED BAKED.^PANTED 1/4"-20 7.297" .745' 4' S.sN.S, BAKED PAINIEO TNRFAOED NE CAST 40. N s (2 1YPJ MOUSING ENNJFL BAKED PAINTED a g C m o CRESS TURN �. .062• ` r t` o .� n P KNO8. 325' 875' iI b 0 484. I a .518 B CYLINDER BRASS CriHOER P (IAJ I . &KEYS ROME (CMPDYE PLATED) 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADED& ONLY 2 s. 0`° m ® HV LO(;K �, ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE 1 & 1 ONLY °�? 3.023' 675' a QUAUFlED FOR USE W/•HV QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER BLADE(1)& ®ONLY. BLADE 1(D& ®ONLY. �LIFIED FOR USE W/ HV BLADE I ONLY 250"D.D. IB. 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 18' 1.758' 922' 2. -MOLDED TO 4.045' SCREW R 2.079' 1.753' i § 61 o i.1 .360 AFTER RIVETING ° Os 1 4" 205X3 4" BEFORE RIVET NG THU�SCR 1/4"0-20 RIVNUT* og` rn � *SERIES 9444 ALUMINUM(102h0 P1L01)DACE FIANCE TND! 2758' 7 m 822' SHEET NUISERT,PMT/0820.AS MANUFACTURED BY AVDEL PLAN FRONT ELEVATION "T" 4.568' CHERRY TEXIORN,PARSIPPENY.NEW JERSEY 07054 OR EQUAL © LOCKER FOR "j" LOCK CENTERMATE ®QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE ® NV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1�ONLY QUALIFIED FOR USE QUALIFIED FO LDE R USE O 6063-T8 ALLOY AND TEMPETRi'" W/HV-BLADE Q1 ONLY. 0 6063-T6 ALLOY.AND TEMPER 1. 17 1.917' - 3..161 .0 _ D THUMBTURN- ,� .063' IL 1 KEW CYI.INER O R .214' --Ofi3 62- ..214'm 4 n n ` 0.1115'ure. HD CIENTERMATE W1 NO 69CKING ROD D C •40 00 n 1 .125"Na:. O 31 QUALIFIED FOR USE W/ HV BLADE I & A ®QUALIFIED FOR USE W/ HV BLADE 1 & 1A O Boo• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER $ CENTERMATE VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE 1 & 1/C rxD ss.OR /e',-fe 1.130• 6063-T6 ALLOY nNO TEMPER -_ (SEE DETAILS? tM'S I OR KEY THUNSTU VALtl/2' D° — OR KEY xIS' 1.57 Mln. CYLINDER _ * 1.78'Max. LOCKING RODS ® HD LOCK 37s o ODALI FDR USE WND TEMPER ACETAL � HHV BLADE QI 6063-T6 ALLOY AN `�SF1 s �/—U 4" dj-2O AISI .3O4 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. fi06L' HV 3 8 0-16 Q 3 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS SERIES" S-S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q& ®A DRILLED Ar TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ HV BLADE @ QUALIFIED FOR USE W/ HV BLADE Q FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ll�� ®2011 EASTERN METAL SUPPLY,INC. ttt P .............. rJ __ THA TM QEV NS A Accordion Shutter System � No 67 FLv. BLADE yt w/DR w/o H.v.H1rooW BLonE �'!,! American Shutter Systema Ey,N DESCRIPTION GATE DRAWN BY: AG. ;7E Yt' TILLIT TESTING & ENGINEERING COMPANY a i STATE nP �� 6355 N.W.lgtn St,St..305,WRWNA GARU NS.FLORIDA 3!188 Association, Inc. I OLD 11-063 11/29/11 DATE: 11/29/11 ` ,^J$-YY Ph—:(305)871-1530.FON:(305)871-1531 4268 Westroads Drive x DRAWING No O��p F�DRIDP..:( YtAI .-ma�ta.066N91.4°m West Palm Beach, FL 33407 3 11-192 l/s/••••••••••Nv\111Y WALTER A.TILUT Jr.P.E. 4 �� T��/DATE FLORIDA U°./44167 5 SHEET e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV ]/6° 41 12•TO IBlAOE T PCE .Ofi25' O HV BLADE 1 �\ 4 j _ GE 1A ,1875' -- rT' rl�c�—a ® HV GLADE 1A - HH WINDOW BLADE .0625' 4 cn�— 0625 .0625' ® I BLADE'S .1875' Y I I 0 OPENIN ,0625" HV LONG RECESSED NYLON BUSHING ; =ou "' KNUCKLE t_ 7 0.062 ' N /� ( ) ® HV SHORT RECESSED NYLON BUSHING 39 \I I_ N o.0 FIAT PORTION Rt.7/�/ ] ® HV NYLON HAT WASHER D OR ® ry N. I B 21ERI� 50'I N ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I = 44 4 n 44 //02. 50' X � / 1 m.B70"x3/16" THICK NYLON WHEEL. �l I I _rN 2 7CB�M0625" "MIN. M'WINDOW 315"0 1SEPARATION BETWEEN 062503.00 };7500' 0.188"m AISI 302 SERIES S.S. RIVETS i , ' BLADE t 5]/4' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR I e OPENINGS \ aN c Rs `Y ,7500' ® HV 2 3/4" ACCORDION PIN W/ M8 HEAD 47 :YmaOR ncvAlmN * 41 47 "O' 2 1/4' ® LEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW �' m I LI �' BETLEAR WEEN N TYPICAL HV WINDOW BLADE AND I I Q POLYCARBONATE HV WINDOW DETAIL DOR ® ® or @3 ^ ( NOTE FOR I OR ! 1 *POLYCARBONATE IMPACT RESI`;TANT HV WINDOW REQUIREMENTS) O ® I i j BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 1T0 BILAOE EI ICE RESINS, INNOVATIVE-PLASTICJfXAN 103 RESIN * I v : I (SEE NOTE "F" ON SHEET 19). BY IQ HV(1 . 0 0�® I 1Qiao .(1) HV PIN'® SHALL ALWAYS BE USED AT-ALL EXTERIOR- ® ��LL i ! BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O OR \.� I POLYCARBONATE SOURCES FOR 44 HV BLADE. ! I EXTERIOR - NE91LT WICAL SHUTTER ASSEMBLY I iTPCJ1PROPFROEs swmum .m (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT HV PIN 42 OR ER AT REfIIENtt m waF' v EXTERIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV l& 90.324' a s•ECM f MTM' Asn 0792 0n43./� 50.3 Wq.' (SEE NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 1 REQUIREMENTS) rvu0c` .048'-Ir p I TEN=rELO smulam ASn aa3e a.w0 Pai. 9.100-1. T1P. I F1D111RAL 9mDMM AT YELL ASN 0790 1] 90 pal 13,400 ".i. (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® ''; III FlE2URALucouw9 ASTM 0790 345000 P.-J. 343AOO P.I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> 9 I I M580NOTCNI31 I20o Asn one IB FT-I./ln 17 FT-I,A- SHEET SW.E OENS" ASN 0180 47.2 2 a41 2 NA1l �.*EL CARRIAGE DETAIL RAiE OF 1AEWW0 Astu 0035 C-1 cuss c-1 cuss TS (ASSEMBLY LAYOUT SIF,IGNMON ASN 01929 low 5- 950•F NN T7 SS ASN 0155 wnsaz SMMTX MFR WEAN ASN ale 9302".l Saw Dal J) HV -BLADE SOLID & CA HV WINDOW BLADE DETAILS. M5tE9""m 00R WvmFRNa �am 54.1 P•3. - am P,3. N.T.S-. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02011 EASTERN METAL SUPPLY,INC. —8-MHA-HVTM 3�FF C Accordion Shutter System 'Ti L EC5 ..e. . . . . H.V. BADE#1 W/OR W/O KV.NII WN BLADE —No.4 167 °. American Shutter Systems N DESCRIPTION DATE 0pA 7l 1": A0. * � � "� '• TILLIT TESTING & ENGINEERING COMPANY 11p, '• STATP nF 8358 N.W.3atN.Sl.,St,.305,WIGINM OAROENS.FLOROA 33166 Aasoctatlon, 1nC. 1 OLD t 1-083 11/29/11'w1E: 11/29/1 t 7. 12 AS Phan.:(305)871-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 DRAWING No O F % _a:6Tt.a 4m-com West Palm Beach, FL 33407 3 11-192 �0, • 1ORIOP.. `�`�,0 EB-0006719 4 sn"'- .... u3\1113 WALTER A.TILLIT JF.P.E. 5 SHEET .E'�/ \T FLORIDA LIC.0 44167 Ek)e/DATE e 4 OF 20 ®•fin �7 T *NOTES ON HV LOCKS AND CENTERMATES: e c c ` �' 1 UANITATORY CONDITION J1: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 1 1/ 0.0010-0 aOR 12 ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INST TIONS T ANY ELEVATION, HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO VI OR CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED CN ^ TYPICAL SHUTTER ELEVATION. �a�'a 2. �J IF DESIRED, FOR SERER PERFORMANCE K.FOR SECURITY PURPOSES,UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES V OR SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ,N68—N_ vs . N - lv� 3. _ N }ZI$•USED W/TWO H.V. LOCKSI: MMS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 oR 5 fi aP S�0 oA 4 "'® BE USED IF D SIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS®OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3�= ��rrr•••.]]]��gtt------ v 4. UANDATORY CONDTION /2e ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN BB Cy 11 AND INSTALLATIONS AT ANY ELEVATION, HV LOCK 6 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 51 II ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS '� N°C-MVC AT TOP& BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INOICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ,83Q § 5 ONE ALTERNATE HV LOCK- MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND Oj �' o I � � INST T1DNS AT ANY ELEVATION.AL RNATE LOCK®MAY BE USED AS AN NSID OR OUTSIDE LOCK,ATTACHMENT Z c OF 1/4"0-20x7/4'S.S. THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. / I N IS t g�i RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO- ( / 04 YS �J LOCKS AT 1/3 OF SHUTTER SPAN. -'a OF STORY CONnMnN All-FOR b2ySMN MOUNTING INST LLA ONE HV LOCK 0 or-®or @'SHALL BE USED:AT 1/2 OF SHUTTER SPAN FOR-ANY SPAN OR.12'ABOVE OK-BELOW 1/2-OF SHUTTER SPAN FOR SPANS UP TO 86",AND-FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or @Tor®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO'©or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE END J M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION "OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10& 18 HEIGHT. FULL �t *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 uraxareo rn0 CENTERMATE ONE ALTERNATE HV'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS�OR FOR ANY SPAN AND Q°P®oR©•OO aoC�70 .�ov INSTALLATION AT ANY ELEVATION,AL NATE LOCK!� AY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT U, of LOCK®INCLUDES USING REINFORCING LOCKER .AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE TU.®°P©.®naQ,©oP CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2" LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32" WINGNUT OR W1©•O*©oP©•O*®,oP MAXIMUM ABOVE AND"BELOOWI MIDSPAN. USE OF TWO"ox LOCKING RODST. LOCK MAY®TOP AND BOTOMT IAS MANDATOIAT MDSPAN OR 12' RY. O♦®ON e Il 11M� �OP�r *NOTES QN HD LOCKS & CE \l �J 1. ON : E ALTERNATE HO LOCK®MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LDDKfi Q3 OR FOR ANY SPPN ANO INSTALLATIONS AT ANY ELEVATION.ALTERNATE MD LACK S4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 7a4 TO®IS W/3/8 x 3/8"F.M. S.S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVVB''AND HDC-HVC.SHEET 10, LOCK MAY BE AND AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING Roos S5 IS COMPLETELY OPTIONAL. FLORIDA on igh elocity Hurricane Zone, If—\ER A Tl��T -- 02011 EASTERN METAL SUPPLY, INC. �/ ` ��CENSF•.�� ~. Accordion Shutter System o�t67 y 1 L ECO N e. ■ ■ ■ ■ H.V. BLADE#1 W/OR W/o FIV. WINDOW BLAS American Shutter Systems `• � *A; Po.Jem. EV,go OSCfITOGATEII1RAW oD /29/ :N BY:/A.O.TICCIT TESTING & ENGINEERING COMPANY A9eOClatiOn. Inc. t -Dfi3 129 t1 SL,St..Joe,V8QW WDENS.FWMMX11116STATE OF Nhwn (]05)871-15]0.Far:(305)871-1571 4266 Westroads Drive DRAWING No � •. ORIOP. ' �C AA o-m II:IIIIaco®ool.�om West Palm Beach, FL 33407 s �'9rZ ss/ONAL ENS'\ 11 WALTER A.OnUJTIJr.P.E. P.E.SYJkA"AiWh/DATE FLORIDA U.jµt67 s SHEET 0 20 ONCRETE ANCXORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCFETE BLOCK CONCRETE CONCRETE REWIREDo-20x)/4'5.5, REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRE0. h F.OR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS NUTS O 12'O.C. 17 18 EYSTOHE(SF uOUNTWO®ON SHEET 7) SHEET 13) (SEE SCHEDULE ON SHEET 13) 1° 1" 120814 r rMin. I/4"0-20x3/4'S.S. Min. U 1 ED ED MACHINE SCREWS EQ EO USING 1/4'-20 NUTS 1 O 12.O.C. /2' ' O DR O E. D.r .250•Max. __ _ 250.D �, .250"Maw. D.+ ___ � Max.j;;;:!0Rf E.D I OPTIONAL I i 4'1 �PTIONAL l4' I l4' nam TO i IOL ASS(SEE 1 5a¢CR AMDEa)T Y i i i WIN.SEPARATION TO GLASS i 1 f-tt TTA 910E mN0 11 1 OR 1� t I EXISTING—4--(�SCHEDULE ON SHEET 11) EXISTING a sH¢T 1a rnR 1 aA0L5ID&@I I MIN.SEPARATION TO GLASS 1 GLASS CUSS--= (SEE SCHEDULE ON SHEET 11) i EXISTING I I i I GLASS—i ©-HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION � © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I I MIN.SEPARATION TO GLASS Vl• EXISTING —SEE SCHEDULE ON SHEET 11)GLASS—) ORMIN.SEPARATION TO GLASS 1 GLASSU F»R aAOEmWa- (SEE SCHEDULE ON SHEET 11)w 91EE1'7Y TTA- i i t 1 OPTIONAL t- EXISTING • GL"ASS- I H N � ^ I 1 1 I h �OPTIONAL I;' I( -1/4°Max. _ _ 13 OR 15 E. 0.0 •D•r --- EO TIT/R f- OR112 GR 14 1/4.0-2Ox3/4•S,s.EQ QPHIWPS RUSS HEAD CONCRETE ANCHORS 20x3/4°S.S.PMIWPS QDR18 MACHINE SCREWS USING SEE SCHEDULE ON HEAD MACHINE SCREWS CRETE ANCHORS 1• 1/4'-20 NUTS O 12'O.C. ( W/ 1/4'-20 NUTS O 12'O.C. (SEES MEEf 13) Min, POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WALL REQUIREDO HV WALL SILL INSTAL TION (SEE SCHEDULE ON ( HV WALL SILL INST6LLATION. CURED CONCRETE SHEET 14) R CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS• INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E D. -EDGE DISTANCE ♦SEE UMITATIONS OF USE FOR 255 MBLNTING SECTIONS CAN BE CONBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE(BON SHEET 19 H V B LA D E IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non Nigh Ye)ocity Hurricane Zone 02011 EASTERN METAL SUPPLY,INC. A.TIS( P '�cElY '9`_ ® Accordion Shutter system A.S.�.A. H V. 13LME�/, W�OR W/0 H.V.WINDN BLADE —No, #t6T ,- ti✓ AmeriQOn Shutter Systems REVa NaDESCRIPTION DATE DRAWN BY.. A.G. :/' /•Ttr �[ : TILLIT TESTING & ENGINEERING COMPANY AESOCIO}IOn, Inc. 1 OW 11-063 11/29/11 DATE. 11/29/11' �_-o'• /;TATE np :'Q- 636s N.W.36u.s1.,s1x.3m,WAGINN uRDLNs.Rnraa 33166 1268 Westroods Drive 2 Ph— (305)871-1530.Fax:(305)871-1531 DRAWING No P, (�'1% .-moil:NIOco00ol—M West Palm Beach, FL 33407 3 11-192 .c^'•,.00RID•.•' 111 EB-0006719 4 C' ^•••••.•••• \r 1 WALTER A TLLDT I P.E. tS : 111 FLORIDA U.1 44167 5 SHEET 1p...E �kk1 DATE 6 6 OF 20 POURED CONCRETE ANCHORS Lgy SIPARim .I. ♦ _ i AIN.s[Pow,noN I 1 CONCRETE (SEE SCHEDULE ON SHEEP 13) 1 a( I , r �R ® EXISTING s� ( -(� ON REQUIRED i„TCR gApEmka GLASS---)EDGE CFlu M,�ssxullaNSLAB IF APPLICABLE EXISTING �� wutlGLASALTERNATE i i i 'i li 11 EXISTING E ANCHOR- ,, ✓ LOCATION 1 I I Gll55 I i 1 X10.3/4'HEX WASHER HEAD i 11 1 1 3 OR 1 S J/6'MIN. TEK SCREWS 0 12'O.C. EDGE OF CONCRETE ANCHORS B SLAB B IF 7 (SEE SCHEDULE ON SHEET 13) E �� EDGE OF EXISTING ) i '' EDGE OF i " SLAB IF D GLASS— , SLAB IF /1/2 1 EDGE OF APPUCABIE wa STPWMTv+ i 1 APPLICABLE E.Q. E.U. APPLICABLE _� POURED MT HEAD CONCRETE ANCHORS ' TO aA9(9 E / POURED D.• CONCRETE CONCRETE (SEE SCHEDULE ONSHEEf 14) --I 1E ®,,�I ♦ POURED REQUIRED `FLAT HEAD CONCRETE ANCHORS REQUIRED aAOLsm1s� I 1 OR �' CONCRETE REQUIRED I E D.♦ (SEE SCHEDULE ON SHEET 14) ID TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER �-�iV�CEILING—INSTALLATION SCHEDULE N3, SHEET 11 F]1mNG MIL SFpMA1,gI CONCRETE ANCHORS GLIS 1O tws u sLruuraN , O (SEE SCHEDULE UN � j4 - ,^_�`ro lXAsa I 1 SHEET 15) 1/4.0 ffw etj&iH�NOWRA/1 ON 6N¢T I1 I (D EXISTING TECHNOLOGY OR 114'0 POAER9 I 1/4' EXISTING E%GLASS J seywuroN'O uAs i GLASS—, I FASIENF%TAPPER+ANNCIMRS w/ MAX. GLASS (slx su®lAE a SMQT 111 1 ---U J senuunoN ro 1 1 3/4'IRC ELBEDIFTrt 6• 1I I I( Ls¢Sfi¢WL p sN aG FOR ILP TO e'-W VAN AND I 4'O.C-FOR SPANS L RQA THAN �l 1 11 1/4. 1 �ALl4f AT=FASIWR IFIO I I , (R'P.)-(Sll Rare-ION�9�kT 11 ,8 1/2• p• M/10 34HEX E. .• i I ' 9 --- 3 OR © I I ,L WASHER HEAD i CONI.SEALANT i 1IF U. '' TEK SCREWS e14x3/4- HEX-HEAD +t �' 1 B• 'i i402.... .:41'� :".:'.• N 1/4Y-s0a7I1•s5 MS TEK SCREWS®9'D.C. 3 - --- (I74 '-S.D,S. I ,j 1/4' uSLNo 1/4'0-20 NUR OR 1/4'0-20 S.S.N.S. UDNCRETE-A\CHOPS _ 6 + 7O p 9.0.C. - --- Nax. -� '}'.:r" o u'O.C. W/NUT m 9'O.C. (SEE SCHEDULE ON t 1 i� j SHEET 14) _ ., '•� IDt50NG NON STRUCTURAL 18 '.,2. vu11 WW(OECORATNE 1/2' 1' 17 18 OD'MIN. Stu EDGE OF ..'1 E.D. (J ETE SUB IF 14X]/4"F.H.S.D.S. [ .MIN: Y`,• POUPmCON� 1 7/B' 1 7/6" APPUCJIBLE CONCRETE PNCHORS ®9'O.C. 77 RCgy,�O SEE NOTE 13(b) SEE NOTE 13(b) :T .0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET IPOURED CONCRETE ON SHEET 1 OR CONCRETE BLOCK SHEET 14) REQUIRED OR CONCRETE BLOCK REQUIRED ®KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED 4A1tWUY ASO.OESICN PRESSUREt r64r72 pN CONCRETE K HV WALL FLOOR INSTALLATION TION © HV WALL WALK—OVER INSTALLATION . IWINUY SNOnER SPAN e'-0• C JQ H;RERAI QUIRED NGUARD INSTALLATION t HIM BE NDTF FOR raL.IRINATION OF SECTIONS; t REMOVABLE WHEN THIS N PERFORMED E.D. EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE UM TATIONS OF USE FOR I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHE�711) OR ENTRANCE BLADE ,A ON SHIFT 1B INSTALLATION. DETAILS W/ T HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1A. � 02011 EASTERN METAL SUPPLY,INC. 1111�� .......... � ,/� WW1 �Q:'��GENSF .•�� A rM x Accordion Shutter System H.v. RADE g� w/OR w/o H.v.WINDOJ/BI1DE ..T,✓^1� * . American Shutter Systems? icvg Ne DESCRIPTION -DATE INAWTI BY: A.O. SfAYtOF : TICCIT FESTING & ENGINEERING COMPANY Association, Inc. OLD 11-063 11/29/11 GATE; 11/29/11 �� e35s N.W.]4N.9L,SM.ZION,MDMA GARDENS,FONOA 33166 4268 Westropds Drive x p -c��p * Phone:(305)871-1530.Fa,:(305)671-1531 DRAWING No :FS ••• G� PITT a .It:U11M. 19.e West Palm Beach, FL 33407 i "—'92 NAL WALTER EN 1'I' WALTER A TILUT Jr.P.E. I' FLORIDA U0./44167 S. SHEET P.E. S '/Sic IVdTURE/DATE 7 OF 20 SEE END WALL CON ON DETAILS ON SHEETS 10 & 18 o U T 9D I N ( I N STA LLAT I O N S W/ n H V AN NOTES AT LOCKING R005®.EE LOONS®or ING GUSS �� * AND ALTERNATE MV LOCKS ON SHEEP D. �-EIISTBLADE SUCK DETNL HVF R VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADE("10 '�°P OR SCF END WALL CONNECTION 10.®w+©•©oP©•©eP EXISTING CLASS DETAILS ON SHE ©-0-0--&0 �Ofl ©.®DRQ♦®°"®.©OP ------ ------- ---- ------ r.z•.t/B'"o'-2 8 . g w 9• °P 1 5 � )/4" Y 6 t/z° . 7• (6063-76 ALLOY)ALUM. / © ® I OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'm TAPCON I t 2' ANCHORS O CONCRETE CENTERMATES CENTERMATES (TOP/BOTTOM)h 810"]/4'S.M.S.® 12' MRV.SEPARATION TO CLASS O.C.FULL LENGY.T. 3 * Z (ON SHC�11) (4"10.1/2'S.M.6.Ta TUBE — i , W 0 O 5 W/ HV LOCK I or _ AT EACH ANGLE.(iYP) 5 IN 0 xI 5 T ° 5* 1 2 8 OUT a HNC HVA HVB ©°P®�^rO�O�)O•�� POURED CONCRETE OR - �1 EXISTING GLASS CONCRETE BLOCK WALL ©'O♦©0° 6�.0.®'oi+l �.®°"©.OCP0•®°" REOU ED .EXISTING 8 8 a-8.�_ °A I ——— - ©'� ®'O O SYMMETRICAL IN �'�'©°" '�'�°" cuss B 0°"O�®a t 9 �EXlsnrlc CENTERMATES 6 ®,®�©,�,"®,� NIN.SEPARATION--TO GLASS —J CLASS m * OPTIONAL (SEE SCHEDULE —�— — °P®�® — ® a ®* W/ HV LOCK (INTERIOR ©'®°f O•®°"®�� ON SHEET 11) MIN.SEPARATION TO GLASS -- (SEE SCHEDULE I N OPTIONAL ON SHEET II) (INTERIOR) _—_—_—_—_—_ _—_--___ — CONCRETE .� ANCHORS e -— —---�: '` I t 6"O.C. 3 -'-—-—- - * 5 q 2 * 3 VARIES 02L`z, (E�y� [J(�1* °' ® vLet a® OUT 8 1/2'MAX.SLACK OU r * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ®2011 EASTERN METAL SUPPLY.INC. BER TM ��ENSF''•:9_-= ®.S. .A. Accordion Shutter System AKV. BLADE#1 W/OR WHO H.V.W!"N BLADE American Shutter• S stems TILLIT TESTING h ENGINEERING y REV*N DL3CRIPfIDN DArE DRAWN Br: A.G. ea6 H.W.3W.SL.se".Dos,vJewU cARDcns,rwRDA 33156 4268 Inc. I OLD i t-O6a a/2s n DATE: 1 t/2s/t t o'•. STATE OFti� PP°°P:(To6)e11-IssD,F°.:(305)871-I531 4268 Westroads Drive s' DRAWING No I`1'L ° ma1EBtIO OB®IBI.°am West Palm Beach, FL 33407 i ' 9,1 ((`s �� 11 WALTER w TRUT Jr.P.E. S/0 ` L' FLORIGA Lie.j 44167 s SHEET P.E" itlg1E DATE 6 8 OF 20 ALTERNATE INSTALLATION WZHV "T" LOCK d0i HV MALEZEEMALE "T" LOCKS CENTERMATFS S T9 & LOCKERS 2Ui7 W/n HV BLADE SEE END CONNECTION DETAIL ON SHEETS In 1■ - - - - - - INSTALLATION C1� HV BLADE OUT IN �/ D]snNc Gose Owzx oCrAd Hvr.INDIcnm ON sHEEr e, W/ HD CENTERMATES :N WELL E AR UTHIS SHE T.MAY EASE WIN TL HDD-MID, 6 7 a 8 a I IND1CATm ON THIS SHEET,MAY BE usm ShE THIS ALiox]A SEE ENO WALL CONNECTION INSTAL PDN DETAIL ING MOWN IN THIS SHEEP I 1 •®a©.®�.©.®a QET IIs ON SHEETS ID A, 18 I © O ©a©•O•®a (wv-re.um)ALW. I a AN=w/(]1,/.•.TAA1n1 0. .® 35 35, AK To m m ' s/�• I DoP/eorrOY)a I L--------- (oPnGNa) --- -- (•)I,ml/]-SACS.IO NBE f1D.].•SL.S O 11• ---------------------------------(4)H.W. IN q (OPTIONAL) AT TIG ANGIE.(T7P) I O.C.NLL LFHGMf, - I N 3 30 HV "T" � PINS(1WP.) T]'. PWs.(iiP.) 0N'ro 5 3 LOCK (INSIDE) 1 0, q I ---- ----------- - ---�--- --- - --- --'-- 5 1 2®—� 29 1 ]� 5N10rOUT 9 OR 33 31 DRQ OoR©2 31 OR.9 y1 5 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 3 (OPTIONAL) -SEE N07E a FOR HV�: o, W/ 7/B"0 % 3/32" WINGNUT. (aPRONAu HDR—HV9 OL)T HDC—HVC T LDCI(,ON SHEEP 5. * SYMMETRICAL HD--CENTERMATES SYMMETRICAL HD_CENTERMATES (9FIV LOCK (OUTSIDE) u`I^* W LOCK (EXTERIOR) YJ ' L'CCK (INTERIOR) t SW LS 0444 AwuLNLD1 n�v (2014-7]ALLAY)LARGE FLMCE THA �o,®a©•Oy'O �•®p1 'SHEET MRSERT,PART 0 0020, AS%MUFACNRED BY ANGEL CHERRY •®I"0.(31-©•a A, tPARSIPPENY.NEW JERSEY 07054 O ©•O•©y©.O•®n 07071 ON ECUAL •®a®•®uO•®a e ®a® ®al® O^•� 3 � � ® *sa Nous on LGD.Na,®s®A,m®tnoa on snm 5 •i uNNues.�nano mAaEpoETAA wo-MA rs vALo Fw Au crrrmwTa A1'PYUT16•t9 mrH eYce O HDD-HVD FLOATING STACK '"' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111 •t _ 02011 EASTERN METAL SUPPLY,INC. BERTHA HVT—m A A Accordion Shutter System 'C--- —": IL E C O ��. . ■ ■ ■ HV RADE#1 w/OR W/O KV.NINDOW etnnE * ;�— -O'•, TIkTE'OF TILLIT TESTING & ENGINEERING COMPANY American ShUffOr Syatama a,,N DESGrBPPON DATE DRAM BY.- A.G. 6]55 N.w.]etA.SL.Sm.305.HRGINIA GARDENS.FLORIDA 17168 Association, Inc. 1 OLD 11-06S 11/29/11 DATE: 11/29/11 PNon.:(305)871-1530.FG.:(305)871-153t 4268 Westroads Drive 2 DRAWING Na T t mu'1:uRKo®Co1.GDm West Palm Beach, FL 33407 ] SSIONAIE ,Ir1 —.4;Wit 4 11-192 -''' IAIIII WALTER A PWT Jr.P.E. P.E. SEAL/SIGNATURE/DATE rLORIDA Uc/44187 a SHE9 0 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE AL OR CONCRETE OR CONCRETE OR CONCRETE W-CR6 CONCRETE BLOCK WPUBLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED -EXISTING GLASS EXISTING GLASS HORV,, ,7' GLASS —T-'— EllIN EXISTING GLASS O.C, 7� Z rMW.SEPMATION I —TO CLASS(SEE MW.SE'PIARAnON ED w0 CLASS(SEE 1K SEPARATIONS�BlON SHEET ro rSAzs(SEE MIR SEPARATION SCHmULE ON SHEET io GLASS(SEE 4]HEIXIF ON SHEET 1/16'.3"MAX. ON SHEEP 19 FOR 11 FOR MAX AND SCNFOR AD SHEAT 11 FOR SHEET (6063-T6) CONT. BLADES&QA1 ON ORM 19 FOR 11 FOR BLADEmMD (LOCATE AT DN SLEET 19 FTA ALUM.CLOSER 1/2' ON SHEET 19 FOR EITHER SIDE 1 EII 0 PLATE.(LOCATE. 1/2" / \ BLADESm& )� BLADES�&Q� OF 5) At OTHER SIDE MIN 1/2'MIN. OFD) I •b USE 1'OR 2'MAX. 810:1/2"S.N.S. _—_—_ 810xi/ MS "SO.C. I --— ALUMWUMC�P)ANGLE B".0-2" 1 _—_—_ O 16'O.C. ----- / (8063-T6 ALLOY)AT MIOY.dGHT ^ / 4 (1)g10.1/2'S.M.S.Top& �V SEE DETAIL X FO • (2)1/4'0 TAPCONS ANCHORS TO WALL AT t'O.C. (LOCATE AT SIDE CON NECTION 1 OR ® EITHER SIDE OF Q•) OR ®• 1 OR & SEE DETAIL X FOR OR • TO TRACKS SIDE CONNECTION ® a�a©•0a®a,10•®� SEE DETAIL X FO 4 6 8 1 e,fi•0-8 10•®°1 TO TRUCKS a 8•07°.8 0• •®a SIDE CONNECTION ®O1®-O.70-8 1 @- 10-0-0 ®'t©•'Ly"©'©p1 10�s� •®°'©'�©•©" TO TRACKS ® ®'©.®a©.®o 0.0•0a0_.0•0- END CONNECTION DETAIL 1Q END CONNECTION DETAIL 20 3 END CONNECTION DETAIL POURED CONCRETE OR F-REOUIBd)ONLY FOR SPANS GREATER THAN IV-O' - - - / EXISTING GLASS CONCRETE BLOCK WALL EXISTING -_4 REQUIRED GL45S 4. WN.SEPARATION #1 1/2'S.M. TO CLASS(SEE a 16' .C. -MIR SEPARATION Y- y------- -----` SCMEOLHE ON SHEET TO MASS(SEE __ _ .. E-'oR(�OR(9 OR II FOR BLADE C)AND CONC ETE 1/2'MIN. SCHEDULE ON SHEET -_____ ________ ____ HA X10 FOR ANCHOR O 11 FOR BLACE(D 4 _____ __ ____ 1©QR©OROORO CONCRETE Q� 12'O.C. ON SHEET 19 FCR ANCHOR O 0 1 S BLADES ® _____ _ OR(D 16"O.C. 1 2 MIN. _ 4 ____ „]1F MIN. _ ___ EO 6 OR®OROOR 2"MIN. 2'MIN. ♦BBLLAADSEE EMAAONNSHMTS OF 9 FOR ©OR(1�OROOROOR� VIEW Y 5 1 OR ®' PLAN 1 OR & � DETAIL X POURED CONCRETE '�'©'Os�tO•®°' CONCRETE BLOCK WALL \ �•®a©.gyp.®°' END INSTALLATION REQUIRED 1 '®'©•®-©•®- 0.0.0-0.0•®• 1 -HV BLADE OR HV WINDOW BLADE INTO ®•®�©•®ap•®a c CONCRETE OR. CONCRETE BLOCK WALL. -END CONNECTION DETAIL(g) ep•®a®•®a®•®a©® END CONNECTION DETAIL© ®a© FLORIDA BUILDING CODE Non Nigh Velocity' Hurricane Zone 02011 EASTERN METAL SUPPLY, INC. BERTHA-HV1'1LLL � �G EN'CC/l`i9 rM w A Accordion Shutter System IL E C O ■ ■ y L ' H.V. BLADE#1 W/OR W/o W FLV. NDOW BLADE ;NPP" 46.7 American Shutter Systema n.x oEseRlPnox GATE wuwH BY. A.G. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.36th.St.,SL..305•VIRGINIA GARDENS,FLORIDA 37188 Association, Inc. 1 OLD 11-063 1122!L DATE: 11/29/11 •' Phone:(3(19)871-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 �.� ':��ORIDP.. ��tt'�A aB-00e0060011.a0m West Palm Beach, FL 33407 3 DRAWING;Hot G,\ ttt WALTER A TUR Jr.P.E. A P. QfN�Z�R�%DATE FLORIDA U./uts7 s SHEET e 10 0 SCHEDULE 81 SCHmULE !!2 SC_HmL1LF Ny MAXIMUM SHUTTER SPAN* "L+' OR 'L-" MAXIMUM SHUTTER SPAN* "L+' AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R 'L ft. INSTALLATIONS INSTALLATION LEGEND ' CENTERMATES ® & ® or or INSTALLATIONS W/-,Q& ( ) CONCRETE & W/ ONE H.V. LOCK ® or or or .-.� WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE MV LOCK 1 6 or® OR W/ NO LOCKING WALL A. B, C. D. E. M. N. 0, P, 0, L-: MAX.ALLOWABLE SPAN FOR A.S.O. ESGN PRESSURE RATNGA GIVEN NEGATIVE LOCK CENT®MATESW/TW®OCK® RODS ®TOP - W/ W/ NO LOCKING(SEE NOTES ODS ODS MOUNTING F. K & L R, S. & V. BOTTOM SEE NOTES (VALID FOR MOUNTING(ED (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR /( SHEET 7) FLOOR/CEILING G. H. I, Il, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE O&W000 CONCRETE -MOUNTING & M ASM.0I.Ch ASML�IGN N A.S.D. INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PRESSURE WALL MOUNTING FLOOR/CEWNG PRc w WALL MOUNTING PRESSURE - DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. RAflG MOUNTING MEND & RATING FLOOR/CDLNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, OR FLOOR/CEIUNG MOUNTING (pa.l,) OR (r GR-) (.GR-) (R.aR-) FLOOR MOUNTING �( DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L♦ (R) L-(11) l+ (R) L-(N L I, Dj I L-(8) L r (N) L-(R) U MAXIMUM SHUTTER SPAN -L+'OR -L-"FOR 30 OR LES 16'-0' 16'-0" I6'-0' I6'-0' 30 IES'-0' ifi'-O' _ 30 16'-0' 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10'- 105 psf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND L IS'-2' IB'-0' 35 14'-10° 14'-10' 75 15•-2' 16•-f0" 40 13'-10' 13'-10' 14'-2' .15'-2- 40 13'.-10' 13'-10' -10 14'-2' 15'-2- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4' 14'-3' 45 13'-1' 7371' 45 13'-4' 14'-3" t HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7" 50 12'-5" 12'-5' S0 12'-3' 13'-1- - MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 IV- - - - 55 11'-10' 11'-)0' 55 11'-1' IV-I1' SHALL BE AS INDICATED ON MANDATORY CONDITION ®2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'-4' II'-7' 12'-4- 60 11'-4" 1V-4' 60 10'-2' 10'-I1' NOTE�'S, SHEET 5. RATING: 65 10-10- 10•-10- 1 -I 1 -11 65 10'-10' 10'-10' 65 9'-5' 10'-I- DETERMINE: 70 10'-B' 10'-6' 10'-9' 11'-5' 70 10'-6' 10'-6' 70 8'-e' 9-4' Ll+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-I' 10•-1" 10'-4' I1-1- 75 10'-1' 10'-1' 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. BO W-10' W-10° 10'-0' 10'-9" 80 B'-10' 9'-iG' "L-"AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 W-8' 9'-6- 9'-9" 10'-5' 85 9'-6' 9'-8' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 _ 9'-3' 9'-3' 9'-5' 10'-1' _ 90 9'-3' 9'-3' - SHALL BE LIMITED AS FOLLOWS: .DETERMINE: - 95 9'-0' I 1'-9' 9-2" 1 9-10' 95 9'-0' B'-9' - 1- CONNECTIONS TO KEYSTONE MOUNTING - LI-- MAX. SPAN FOR WALL--MOUNTING INSTALLATIONS. 100 8'-9• 8'-4' g'-O" 9'-7' 100 8'-9' A•-4' _ LIMITED TO +64,-72 p.9.f, AND 8'-0' SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING=MOUNTING 105 8'-7'* 7'-11' 8'-9" 9'-4' 105 1'-7' 7'-11' MOUNTING MOON SHEET 7. INSTALLATIONS. - 110 8'-4' 7'-7' 8'-7" 9'-2' 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 -8'-2' 7'-3- . 8-4" e'-Tt•. 1-15 8'-2• 7•-3• SEPARATION. TO -GLASS SCHEDULE - MINIMUM BETWEEN.til+", ,U+' 'Lt-AND 'L2-' _ 120 -8'-0' 6'-11" 8'-2" 8'=9'- 120 8•-0' 6'-11" (4) BTO ANCHOR SCHEDULE A.S.D.FINAL MAXIMUM _ 125 7'-1D' 68''- 8'-0" B'-5' 125 7' 10' 8'-B' ALLOWABLESPAN AND NEGATIVE A.SDESIGN- 130 '7'-B' 6'-5'. 7'-10' W-1' 130 7'-8' 6'-5• PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING. 135 T-T 6'-2" T-9" - - 135 T-7' 6'-2' SEPALVITION 140 7'-5' 5'-11° 7'-7" 7'-6• 140 7'-5• s•-11" ASTM E-1996 145 7'-3' 5'-9' 7'-5" 7'-3- 145 7'-3' 5'-9' TO GLASS 150 7'-2' 5'-7- 7'-4" 7'-0' - ISO 7'-2' 5'-7- 155 7'-0' 1'-5- 7'-2" 6'-9' 155 7'-0' S'-5' 1 THRU 3 )" 160 W-11• 1'-2' 7'-1" 6'-7' 160 8'-11' 5'-2• 165 8'-10' 5'-1' 7'-0" 6'-4' 165 6'-10' 5'-1' 170 B'-9' 4'=11" 6'-11" 6'-2" 170 6--9' V-11' 175 6'-7" V-9' 6'-9' 6'-0' 175 W-7' 4'-9' 180 6'-8" 4'-6' S''- - LBO 8'-8' 4'-6' H V B LA D E 185 6'-5" 4'-8' 8'W '- --7' S - 185 6'-5° 4'-6' 190 6'-4" 4'-S' 6'-6' 5•-6- 190 6'-4' 4'-5- 195 6'-3" 4'-]' - 6'-5' S'-5' 195 6'-3' 4'-3° 200 6'-2' 4'-2' 6'-4' S'-3- 200 6'-2' 4'-2- 6--l- 4'-1' 8'-7' S'-i' 205 8--1' V-1" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 111111�P�,`�kC ®2011 EASTERN METAL SUPPLY, INC. BERTHA HVTM S Accordion Shutter System /TL ECO c. H.v. BLADE#1 W/OR W/0 KV.WINDOW BLADE American Shutter S stems • /v/ •: TILLIT TESTING & ENGINEERING COMPANY y a.TIP ocsoRlPnoN DATE DRAWN BY:MSCY. L.G. - iSTATE OF :' 6755 N.W.36th.St.,St..3C5,YRWNIA GARDENS,FWRIDA 33166 Associations Inc. 1 OLD 11-063 11/29/11 GATE: 11/29/11 Phone:(705)871-1530.Fcr:(305)a71-1531 4268 Westroods Drive 2 DRAWING No -_ e'•., ORIO 111 .-mail:tpt...0.d.com West Palm Beach, FL 33407 3 11-192 `Ess/DNALE��,�IL'L WALTER A. 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Mimi 1: aaaaaaaa�aoa®®aoaaaaoaaaaaaaaaa�a�aaaaaaaaoaaaaaa : .y eaodaaoo aaaaaaaaaaaaaaa®®ao �aaaaaaaaa aaaaaaaaaaaaaaa -_ afloac000��aa000a000aa000aa000�cfloaaaaaaaaa aaaaaaaaaaaaaa - -69�9gg.8BBB98B8BBB989BB99B99889989989989BaBa0aaaaaaaaaaaaaa o :0888®8888®�BBBgg��RBBB®8888888®88888BBBBBB888B88888aaaaaaaa 6999999999989999999999999999®9999999999989998999999899999 ��oodaocacaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa �oaaoaa®a®�aaoaaaaaaooaaaaaoaaaaaaoa�aao�aaaaaaaaaaaaaaaa • 6aa000a0Cd0 aB®a©aaa�daaaaaaaaaaaaaa aaa aaaaaaaaaaaaaaaa eaaaaaaaaaa aaaaaaa®® ®v©®aao®®a©aaaaaaaoaaaaaaaaaaaaaaaa - asevoaaaaoa000aaooeeeee®e�aca©ao®aaaaaaaaaaaaaaaaaaaaaaaa `�099998aadd�89989899�9999��'0999®addd999ddaaaaaaaaaaaada3a BABHBBBBB98 09/9889998 89®®899®BABB9B9B9B99B9®999889909998 MEQ MN MAMMUM ANCHOR" SPACII [i eruFnl B F FOR e r rrM uev cul TIER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGEM PRESSURE RATING AND A CORRFSPONDI L^!9••'^•-TYPE FOR CO t"nETF OR CONCRETE BLDIZ I STALIATIONC (SEE MOUNnNGS C.G.&H ON SHEETS 8&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRIMTFfCONCII BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Nin,Yc - J ksi) MAXIMUM (g)WALL SILL MOUNTING ©CEILING MOUNTING OH FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED.BY I.T.W.BUiWEX.(Nin.7'e-3 ksi) SPAN - 1/4'0 a 3/4'ALL POINTS SOLID-BET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Nin. 1'e = ]ksi) (ft) SA DESIGN NEGATIVE PRESSURE RARN9 sl SA DES:GN fEIA01E PRESSLRE RATING I i0.OFSIG4 11FGAIM1E PRESSURE RAIV+G f) t/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC,(Min,rc - 2 ksi) ]0 40 6O 75 90 IID 160 205 ]0 40 60 75 90 120 160 205 30 140 1 60 1 75190 11101160 205 TAPCON MOR 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,ANO DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY_ 1a 11 10 9 8 8 B 5.5 14 12 10 9 B 8 6 6 14 1x 10 9 B B g g TAPCON WITH COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. F1oFORM TE (Min.f'c-3 ksi) 3'-0" 11 11 10 9 8 8 6 8 11 t2 10 9 B B B 6 14 1x 10 8 8 B B 8 S OR LESS 14 12 10 B B B 6 0 14 12 10 9 B 6 6 6 14 11 10 9 B B 6 5 BLUE TPP W/CPP NOTES: 14 12 ID 9 B B B 7 14 II 10 9 8 8 B 8 71 17 10 0 B B 6 8 A,I)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAFCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 7l 12 10 9 8 7 S.5 ]5 11 12 10 9 B 6 66 14 17 10 9 B B 8 5 TAPPER+ ANCHORS IS 1 ]/4",AND FOR BLUE TAP W/CM ANCHORS IS 1 I/2". 4•_0• 14 Ix 10 9 B B B 6 14 12 70- 9 8 6 6 B 14 11 10 9 8 8 B S,S 14 72 10 9 8 8 6 4 14 12 10 8 8 B 6 4.5 14 12 10 9 B B 4 ].3 A.2)MINIMUM EMBEDMENT OF 1/4'0 a 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 . 6 4.5 14 12 10 9 B 8 8 5.5 14 t2 10 9 6 B 6 4,5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 II 10 9 75 5.3 }.s - 14 12 l0 9 8 B B S 14 II IO 9 B 7 5.5 / •SEE ONITATgNS OF USF FOR I'MINIMUM FOR WALLS WITH NO STUCCO, 14 12 IO 9 B 6 8 8 14 12 10 9 8 8 6 5.5 14 12 I O 9 6 6 6 4,5 0'OE©ON SHEET I9 5'-G" 14 Ix to 9 B -71-4-1- 14 12 to 9 6 85 9 3.9. 14 12 10 8 65 5 3.5 ] A.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND-ON THE EXISTING WALL OR FLOOR. 14 17 10 9 B 7.9 4,3 - 14 f-2-70- 9 8 8 6 ICS 114 17 10- 9 8 8 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SMD WALL FINISHES.ANCHORAGE SHALL BE ASANDICATED ON 14 12 9.5 7.5 65 45 - - 14 12 10 9 8 7.3 5.5 • 14 12 10 9 8 8 4.5 3.5. NOTES A.1)&A.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 s e 8 B - 14 17 to a e B 8 5 t4 12 10 a B 65 S' 3.5 INSTALLATION INTO DFS WITH METAL STUDS.SEE SHEET 20. 14 Ix 10 9 7,5 A-5J 11 17 10 BA 7 55 4 J 14 I2 8 6.5 5.5 • 3 fa 17 10 9 e 6 - - 114 12�10 9 B 6.5 5 3.75114 11 8.3 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 11 8 8.5 5.5 J - - 14 12 10 9 0 0.5 a,5 ].5 14 11 110 8 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 7'-0" 14 17 l0 9 B l4 12 t0 9 7.5.5.5.4 3 - 1/4'0 a 3/4•ALL POINTS-SOUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 14 12 to B e5 4 - 1a IZ 9 75 6 4.5 ].5 - 14 10.5 7 .5 4.5 ].5 - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. T4 17 l0 8,5 7 4 - 14 112 110 9 7.5 53 4 - 14 12 9 7 7.5 4.5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT& SPECIALTY 14 11 7 L_ 4.5 - - - 14 12 10 9 7,5 5.5 4 - 14 12 9 7 '6 4,5 3 _ COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGIS70ED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8 '-0" 14 12 10 9 8 e5 - - 14 12 10 'e 9 0 t - 14 12 , 8 B.5 5 3.5 - NOTES: 14 I2 B.5 7 5.5 3 - - f♦ 12 8 6.5 5.5 t ] - 12.5 9.5 8 5 4 B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/CM ANCHORS AND TAPPER+ANCHORS IS I I/4'AND TAPCON 14 t2 9.5 7.5 8 - - - 14 12 9.5 8 bs 5 - - I4 12 B 6 e.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 BA 6.5 5 3.5 - 14 12 f0 B 6.5 ] 14 12 8 65 S 4 9._0. 14 12 10 B B - - - 14 17 10 9 7,5 4.5 - - 14 12 a.5 7 5.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. No 14 II.5 7.5 B 4 - - - la_ I1 7 5.5 5 - - 11 8 S.S l.S Y5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW-USED-SHALL BE 1 1/2•LONG MNIMUM-SHOULD STUCCO t♦ 12 B 6:5 4.5 - - - N 17.8.S 7 Ss 4 - - 14 10.5 7 5.5 6 4.5 - - EXIST..AND I•MINIMUM FOR WALLS WITH NO STUCCO. 11.3 8.5 'S,9 4 - I4 12 9 7 6 4.5 - 14 11 7 5.5 4.4 3.3 - 14 77 10 9 7.5' - - - 14 12 to a 6.5 5 - - l4 12 9 e 5 4 5.3-IN-CASE'THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE-FOUND ON THE EXISTING-WALL OR FLOOR. a 10.5 7 5 35 - - 13 9.5 8.5 5 4 ] - 10 7.5 5 4 3 - )ANCHORS SHALL BE LONG ENOUGH TO REACH.THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON .14 If 7.5 5.5 - - - - 14 11.5 9 6 5 4 - - 12.5 95 6 5 4 l NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 10.5 8 S - -.:14 12 B 6,5 5,5 4 - 13 10 8.5 5 4 3 FOR INSTALLATION INTO'DFS-WITH METAL STUDS SEE SHEET 20. - 11'-O• 14 I2 10 - - - - - 14 12 9 7 e 4.9 - -. 74 10,5 7 6.5 4.5 3.5 - - _ 12.5 9.5 5 - 12 9 B 4.5 4 ] 9 7 4.5 J.5 ] (C) ANCHORS SHALL-BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE-ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 11 10.5 7 5.5 4.5 - - - 115 6.5 5.5 •:6 3.75 - 9.5 7 4.5 - - - 14 11.5 7.5 6 5 - - 12 9 6 4.5 4 - _ (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 Ix 10 - - - - - 14 12 8 6.5 5.5 - - - O 1D 6.5 5 4 - - - D• DISTANCE VERSUS SPA IN, c-HDI FOR AN.NORM• Ll_.S 8.9 4.5 - - - - - I1 8 S.S MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 9.5 6 - - - - - 13 9.5 0.5 5 4 - - - 10.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 e.5 - - - - - - 14 10,5 7 5.5 4.5 - 11 8.5 5.5 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. IS-0' 14 12 - - - - - - N 11.5 Ls 6 s - - _ 17 9 8 l.5 4 - _ - FACTOR 10.5 - - - - 10 755 , 3 - - - 7.5 5.5 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ 12.5 8.5 - - - - - - 11 s e 4.5 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 3 e - - - - - - 1] 9.5 e.s s - - - - 0.5 7,5 s 4 - - - - G DICrANCE 1HRFJLOFORM TECHNOLOGY MIN.SPACING 14'-0• 14 12 - - - - - - 14 10.5 7 5._5 - - - - 11 8.5 6,S 4.5 - - - - E.D. MIN,SPACING -3' MIN.SPACING - 3• MIN.SPACING -3 1/2' MIN.SPACING-3' 3 3/4' 4' 10 =# 5 ].5 S POURED CONCRETE& EEp . lE 9f10t POURED CONCRETE& POURED CONCRETE&PgpgD �CONCRETE-H1A]c ND 11.5 B - - - - - - I1 B 5.5 45 - - - - 9 6.5 4.3 - - - - - Ow FQ CONCflETE BLDCK ,�•E0..3 1/2•l@!•ED..2 1/27CONCRETE BLOCK CONCRETE DLOCX MIL E0.3 1/2'MN EO.2 1/2' q-kI 9 6 - - - - - 9.5 7l.5 - - - - - 3• 1.0 0.90 1.0 0.78 1.00.84 1.0 15'-0. 14 - - - - - 10 6.5 - - - - - 10.sB 5 - - - - - BLADE WORKING 6.5 4 - - - - - 6.5 5 3 - - - - - 2 1/2" - 0.81 1.0 - - 0.67 1.0 o - - - - - B 5 - - g.5 B 1 - _ _ _ _ IN UNISQN ♦ z• 0.71Ds, 7 _ _ _ _ _ _ _ I.5&S S5 - - - - - 9 6.5 4.5 _ _ _ _ _ 1 3/4" - 0.01 - - - 0,43 - 16•_D• 10 7.5 5 _ _ _ _ _ 1 1 2' 0.35 0.35 B e 8 a 6 4.5 ] 95 - - - - - - - 95 7 s - - - - - B B 4 = _ _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®20„ EASTERN METAL SUPPLY.INC. - ,, s�?::�,\GENSF'••.'�9 - � � � Q BERTHA HVTM Accordion Shutter System ■ ■ ■ ■ RV. MAXy1 w/OR w/o Etv. vawaW BLADE y American Shutter Systems EV.N DESCRIPTION 047E DRAWN BY: A.G. STATE OF :'97`� TICCIT TESTING & ENGINEERING COMPANY' Association Inc. 1 OLD 11-OB3 /29/ll DATE: 11/29/11 aJ55 h ]BED.SI.,Ste.]Os,W.F..9(305)71-1FLORIDA 11180 '9• Ph-:(305)8)1-1570,FOe (JOS)871-1531 4268 Westro0ds Drive 2 DRAWING No _,e'•.,COR10•..'��1,1` c-mail:tatec0000l.00m West Palm Beach, FL 33407 3 ��-�92 '�SS/ONAI E��,t'LE WALTER A RWTE13-000671Jr.P.E. 4 P.E. SYtk�&(YNACE/DATE TTDRIOA uo.d 44167 6 SHEET OF 20 0 N \ N c w+ ` Z^ O a� ?��3 n b ae p ® o ? 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I I n 1 1 1 1 1 1 I 1 1 1 �,I I I I I I I I I I I I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 ' �,,....�,�/ u4 a V $ uRRm�Rn YRn RR�� l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I t l l l l l l l l ymRm�n�Ymnm.nnnn.. i nR.l R�II 11In Q �N___________________m l I l �ry � l n n l„ 1„I I I N O I n l l l 1� l l O l m 1 " �O U 1 1 1 1 1 1 1 1 1 m . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 K� m l l l l l 1 1 1 1 1 1 K ^O .......................... l 1 1 I I 11 O � L.ILL O O O O O O O m MAXIMUM A.S.D. DESIGN PRESSURE RATING (12 e f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCIJEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& I7). Z U B ZS;TF=:;ZATE SOUTHERN IN No. SPRUCE PINE SPRUCEI SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH - SPRUCE PINE FIR SOUTH 1/2" MIN, CDX 2 W�MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN, G=0.43 W/ MIN. G=0.36 PLYWOOD MIN G 050 W/ W/ MIN. G=0.43 W1 MIN. G=0.36 IunMuu SPAN(I') WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0.WALL MOUNTINGS W & X W & X W & X P & O S &V S&v S&v ¢SIN XGNIE MWF C L4 U MO SM PEM X716 W 14 MIX KGARL PWK PAM(PM) SD®d AMMEA M9 WAG X ASD DST WM PRS41E nM AEDGIE ROW RM(4 a MIX IfQX P=K RAW W)M W WAM 1W=W1N6(4-AM 1E411 KGAX 195SUE%K(A ASD am ITLUE PARK PAW fell _ 30 40 160 175 1 90 b 05 30 40 60 75 90 IDS 130 40 60175 1 90 05 30 40 60 75 90 105 30 40 60 75 90 105 30.40 60 75 190 11051.30 140 -E0 75 90 05 130 40 60 75 90 05 30 40 60 75 90 05 20 40 60 75-90 1105 '-0'OR LESS 12 10 10 9 8 8 6 8 6 6 6 6 12 10 10 9 8 B_.6 6 6 'd 6 6 12 10 10 9 8 8 6 6 6 6 6 fi 5 5 p 4 4 ] 12 12 12 12 12 17 12 12 12 12 12 12 12 12 IZ 12 12 12 4'-0' 12 10 10 9 B B 8 e e fi 6 0 12 10 10 9 B 8 6 6 8 6 'B 6 12 10 10 9 B B B 8 6 8 6 B 0 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 8 6 8 6 6 5.5 12 10 10 9 8 B fi 6 8 8 8 5 12 40 10 9 8 7 B 0 6 8 0 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0, 6'-0' 12 10 t0 9 8 6.5 6 6 6 6 5,5 4,5 12 10 10 9 8 5 fi 6 8 .5 5 4.5 12 10 10 9 6 3,5 0 6 6 6 5 4.5 6 5 4 4 ].5 - 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 8,5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 B 5 4 35 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 10 10 7.5 4.5 ] 6 6 B 5 4 3,5 12 10 ID 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - B 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 12 10 10 S 3.5 - 6 6 5.5 .5 ]5 J 12 f0 9 4 - H 8 4,5 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 8 5 3.5- - 12 12 12 12 12 10. 12 12 12 1. 9.5 B.5 12 12 10 8 6.5 5.5 10'-0' 12 10 7.5 4 - - 6 6 J41 - 12 10 6 3 - - fi 6 4 .5 3 - 12 10 J ^ - 6 6 4 .5 J - 6 5 - - 12 12 12 12 1. 9.5 12 12 12 10 B5 75 12 12 9 7fi 6 12 10 4.5- - 6 5.5 3.5- - 72 10 - 6 5,5 4 - 6 5 - 12 12 12 12 10 8,5 12 12 12 9.5 8 7 12 12 8 8.5 5.5 4.5 6 612 10 3.5- - fi 5 3.6- - 12 10 - - - fi S 3.5- - - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 it 8.5 7 8 12 1.5 7.5 6 5 4 6 612 10 - - 8 4.5 - - 12 7,5 - - 8 4.5 - - 8 45 - - 12 12 12 10, 8.5 7.5 12 12 10 B 6.5 5.5 12 0.5 7 5.5 4.5 4 6 5.5 - 12 7 .5 4.5 - - 12 7 .5 4.5 - - 6 3 - 1212 12 9.58 6 12 I2 9.5 7.5 fi4 .5- - 6 . - 12 - - - - - 5 - - - - 12 - - - - 5 - - - - 6 - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 fi S 4 - _ 6 - - L2 - - - - 5 - - - - - 11.5,-- - - - 5- - - - - - 5 - - - - - 12 IZ-0. B.5 6.5 4.12-12 8 6.5 '5 3 11. 5.5 5.5 4.5 3:5 - In- HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •SEE UYxA710NS OF USE FOR - _r 1(�I ON SNEET 18 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS; 3.SUBSTRATE SMALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-055(N.O.S) - 1/4'6 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.&) EACH SECTION ON SHEETS 16& 17. _SPRUCE PINE FIR NORTH W/G-OA3(N.D.S.) - EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.30(N.D.S.) -MIN.1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2005 SPECIn=CNS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone- ®2011 EASTERN METAL SUPPLY, INC. 1100"i AG BERTHA HVTM T S Accordion Shutter System �. _:: H.v. f //T w/OR w/o H.V.WINDOW BLADE ` - Amarican Shutter Systems NQ./ A y EV.N OESCRIPDON DATE DRAWN 8Y: A.G. 144.1.67 TICCIT TESTING & ENGINEERING COMPANY ASSOCtatlOn, Inc. I OLD 11_063 11 29/11 GATE: 11/29/11 • 6]55 N.W.38'N.SL.Ste.305,YIRGINN GARDENS.PLGWOA 33166 4268 We9trO0ds Drive 2 PNcne (305)871-1530.FRa:(305)971-1531 DRAWING No S ATE OF �` a-loon:tnteeo4A0o1.eom West Palm Beach, FL 33407 3 19 11-192 0� F�ORIDP.: WALTER EHA0nLUT J1.P.E. 4 L FLORIDA U.1 44167 5 SHEET mer D• V16ATE 6 15 OF 20 ,.,.AA.AfuA INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (n HV & a HV+ BLADES AS APPLICABLE I INTO WOOD WITH —EM ONLY SHALL MAX, SHUTTER SPAN L+ OR L— FOR I HV 99DE WALL FINISH BE LIMITED TO 105.0 psf, A.S;D. DESIGN PRESSURE RATING. SEE SHEET 19 F0 -MAX SPAN 1 -0 TAPCON OR /4 A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE LI)& dA) WORKIHG IN UNISON TAPCON WITH ADVANC Eo THREADFORM TECHNOLOGY 1/4-0 TAPCON OR W/ 1 1/2-Min,PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY % OF THREADED AREA TO /1 1/2 PENETRATION OF THREADED AREA TO EXISTING IT--OOR F (SEE SCHEDULE ON SHEET I UN.SEPARATION !ED.�)IISIIN�.G�. 0 HEADER. WOOD HEADER. 5) TO MASS(SEE SCHEDULE ON SHEET 15) 1 1 1/4'0-2OX3/4!S4.MACHINE SCHEDULE ON SHEET OR(qj 'SCRC 1/4--20 NUTS 11 FOR BLADEMANU— 'IS.W SHEET 19 FOR @ f ON ELAO5(0 !-E 'i EXIS]ING GLASS-4 J WALL OR N 1�- FINISH VS 'IRL�� PTIONAL —ALL W FINISH V EXJSTI F --A OR 2"x4' MIN. Ey, G HEAD :2 EXISTING D i�STING MIN. ER REOUIRED OR 2'14'WOOD HEADER REOUIRED TAPCON WITH ADVANCED 11 'i, 1/x'0 TAPCON TOERCHNOLOGY W/ 1 1/2' EXISTING I S__1 MN*SEI-ARATION z Min. GLASS--y TO GLASS(SEE SID PING WOODENETRATION Or THREADED AREA TO I SCHEDULE C14-SHEET ON TO GLASS STHEADER. II FOR&ADE(D ANY— EXISTING Ik--(SEE SMEOU."ON SHEET I I SCHEDULE ON SHEET 15) ON SHEET 12 FOR GLASS--j BLADES(D&0 If 2-.4-CONT.SILL I I RATE REDID. g.HV WALL HEADER -INSTA I LLATION, ON HV WALL HEADER INSTALLATION COHV ILL. .EXISTING TO CLASS 11 —.1 TO CLASS CLASS f---(X.-SC.'.'ULE'0N SHEET II) EXISTIN [—(SEE-SCHEOULE OM-SHEET 11) T EXISTING 2"xe CQH;� MIN.SEPARATION To CLASS I CLASS-/' WOOD PLATE (SEE SCHEDULE ON-SHEET IT) -200/4"S.S. USING 1/4--20 NUTS IE S. MACHINE SCREWS W/ 0 12*O.C. WALL 1/4'-20 NUTS'* I FINISH D.C. OR @ OR 2.4'CONT. WOOD PLATE ED 0• - I REWD. LE -I min. 1/4'0 TAPCON OR TAPCON WITH ADVANCED Z OR Y. THREADFORM TECHNOLOGY W1 1 1/2- Ulm.PE NCOF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W1 1/2' '0 TAPCON OR Min.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED TYPICAL 1/2-MIN.Do THREADFORM TECHNOLOGY �STUEASSEWILY. WALL FINISH (Sa SCHEDULE ON SHEET 15) EXISTING MIN 2.4* -PLYWOOD REOC4 W/ 1/2-Mtn.PENETRATION OF -2-MOUNTING SECTIONS CAN BE STUDS a i6L 0,C.MAX.� THREADED AREA INTO PLYWOOD I COMBINED T'1/2'IMIIN.COX PLYWOOD REO-D, REO'D.PLYWOOD TO BE WALL FINIS 0 SUIT ANY IN ANY WAY TO 'fly XISTING MIN'2x4"STUDS 0 16-D.C.MAX,REQ-0. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) NSTALLATMN� 1ALLATION PLYWOOD TO BE ATTACHED to STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION.2308 OF THE F.B.C. SECTION_2308 OF THE HV WALL SILL SEE F.B.C. a U TONS OF U4 OF P�HV WALL,SILL MSTALLATION LADE ON SHEET FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone, 02011 EASTERN METAL SUPPLY,INC. ............. BERTHA HVrm I_lVo / Accordion Shutter System TE"RL c o Z. A.S.S.A IM KY. MADE#1 W/OR W/O KV.WNDUN MADE American jnLN; DESCRIPTION DATE Shutter Systems i�&C� TILUT TESTING & ENGINEERING COMPANY TE7 RY;/2 STATE OF1 6365 M.W.35 Association, Inc. OLD 11-063 11/29/11 IT 4268 Westroods Drive 2 S�$W.305.I41IGiNIA WOENS.FLOROA 331M ph.. (305)871-1530,Fa.:(305)871-1531 DRAWING No "'400) tilkewc..1—rm West Palm Beach, FL 33407 3 ...... EB-006719 11-192 I WALTER A."TILUT Jr.PS 4 N FLOPIOA Uc.if 4+167 5 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Cp HV & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE T ONLY_ SHALL E LI 0 05. s .S. . DESIGN PRESSURE G SEE SHE 9 ORMAX WALL FINISHHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON i 1/4'0 TAPCON OR 4'x6°(Min.)EXISTING o J —EO—EO 2'MIN. TAPCON WITH ADVANCED 4000 TEAM REQUIRED. EDGE(IF APPLICABLE) THREAOFORM TECHNOLOGY c:. W/ 1 1/2'Min.PENETRATION 1/4'0-20x3/4'S.S. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM OF THREADED AREA TO _1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD MEAGER. Min MACHINE SCREWS REGISTERED ENGINEER OR TRUSSISTIES OR(SEE SCHEDULE ON SHEET 15) W/ '-20 NUTS ARCHITECT PRIOR TO EO E RAFTER 01 24" 19 E1 —EO O 12'O.C. SHUTTER INSTALLATION. 1 1/2° I/2• O.C.REOUIRED 1 OR 1 1/4'0 TAPCON OR ! EXISTING SOFFIT TAPCON WITH ADVANCED 3/4'Max.THK. .257' THREADFORM-TECHNOLOGY Max. W/1 1 2'Min.PENETRATION p14x3 4' O EO I'x4'x1/8'CONT.ALUM.TUBE OF THREADED AREA TO EQ EO $.M.9./ (fi063-T6 ALLOY)W/ OPTIONAL EXISTING WOOD HEADER. 0 T'O.C. (3)5/16'0 LAG SCREWS TO - I (SEE SCHEDULE ON SHEET 15) I 1 Or ©Or 1© 1 or 13 or O I EACH RAFTER OR TRUSS. AT ( ''��'••'"`� LOCATE LAG SCREWS AT + I MIDWIDTH OF EXISTING WOOD EXISTING MIN 2'x4' ) I I MEMBER (2"Min.NOMINAL EXISTING—# HEADER R IN I OPEN HOLE AT EACH WIDTH)W/2'Min. GLASS I� MIN.SEPARATION TO GLASS I STUD TO ACCEPT LLLfff PENETRATION OF THREADED ( (SEE SCHEDULE ON SHEET 11) EXISTING 5/16'0 LAG SCREW MEA.VALID FOR _ GLASS--jAT CENTER CF TUBE. III(LLryNI 3 INSTALLATIONS WITH'72psf Mtl1ION I ^ MAX.A.S.D.OESIGN LOAD AND OS HV WALL HEADER INSTALLATION I TD�(� E70SAS5 'To�ARU�, H INSTALLATION MAX.SPAN.TH5 S24M E ON DiLT N GLASS^I S01�ON� FOR WOOD IS ONLY VALID 11�BADEmNlD ♦ FOR W000 w/MIN.SPECIFIC OOR ® ')I,FOR BADE(DAAD I a SHIT 10 rax of SHEET 19 FOR FIR OR OF 0.50 AS DOUGLAS L{DTE$: mars 0lr Q}� I BARES MA-81 OR®♦ OR EOIIAL.UTHERN PINE Na.2, 2-MO SHEET 4 TDR TYPICAL SHUTTER ASSfIIBLY �HV CEILING. INSTALLATION 1-MOUNTING SECTIONS yBE CONBRED W/IiY WAY TO.SLR ANY INSTALLATION. I NSTAL ro'�A - —@OR ®♦ I MIN I I T MIN.SEPARATION TO GLASS --) IE9,.o�� #LA'EDULE IIT GLASS (SEE SCHEDULE ON SHEET Oil I I) I - Ewmnc I Cn sH¢r 19 TOR I --I EXISTING GLA55 I aAars(Dr ldp I(SGLASS1 \, O1ANC RALTERNATE ) IIEXISTINGWALL T FINISH I I 1/4• ILOCATION ]/6Min. /110x3/4'HEXGASI2'x6'NTN.W000 7 ]/s'NRI. WASHER HEAD TENDECK REQUIRED Mm. SCREWS 0 12'a.cNO FlNISH 2x6'MIN.WOOD ALLOWED) DECK REQUIRED(NO FlNISH ALLOWED) 2' 1' OFGEEDGE OF DECK 19FD E OF DECK CABLE DECK IFIF APPLICABLE 1. -20x3/4•S.S. APPLICABLE 1/4'0 TAPCON OR PHIWPS TRUSS HEADMln. N.CONT. N WITH ADVANCED MACHINE SCREWS I/4'0 TAPCON OR TAPCON WITH ADVANTNREADFORM TECHNOLOGY W/ I/4'-20 NUTS _ THREADFORM TECHNOLOGY W/ 1 1/2' SILL PLATE 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED REO'0. W/1 1/2'Min.PENETRATION a 12'O.C. TECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED \ OF THREADED AREA TO AREA TO EXISTING W000 HEADER. (SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE an SHEET Is) 4)HV WALK—OVER INSTALLATION V HV WALL SILL INSTALLATION ♦ Sall'11 AONNSHOE�US9 FDR O HV FLOOR INSTALLATION O FLORIDA BUILDING CODE(Non High Velocity Ifurricone Zone 02011 EASTERN METALSUPPLY,INC. BER p C'co .im.-\ ® Accordion Shutter System FLV. BLADE AL1 W/OR W/0 FIV.WINDQN B11-ADE ?-�I110j44�67 American Shutter Systems ,•,(� TICCIT TESTING h ENGINEERING COMPANY Ev.H DESCRIPTION DATE DRAWN 1T: wc. A9soclation, Inc. , OLD 11-063 11 9/11 OATS: 11/29/11 6155 N.W.SBN.SL,Ste.]a5,Yd.Fax GARDENS,FLORIDA]]168 _ OF .'k-;` Ph—:(305)671-15]0.'Fax:(]05)871-15]7 4268 Westroads Drive 2 DRAWING No r AA ,-moil:6T1ece®aol.com West Palm Beach, FL 33407 3 0r''•FCORIOP.•' �11A EB-OOOfi719 4 1 ��92 FS a�\�LI�, WALTER uTL%J'.PiE• 5 SHEET P.E= IcT,A�'/DATE 5 17 OF 20 END INSTALLATIONS 1- HV RIAnr7 OR UDS I N.moo 000 Stu 2W NM. 7 F . n_ v t " X STUDS Rm'D. 77,7-71-, N, STUDS,0a./ yr cPL*vTft To a IF W sluDs EsIm DeSTNG L 005141,10 GLASS EXISW GUISS -4 L mouds= ='a SDTDUf_s, suyRqm I/W. cN Is FIXISLADE(DAN) (D 6a"-T6FWtsN ,aMul CO] S—t Is— _=1=11 At ..Moln P"m MADO(DaS .1 R=(D— 1/2 Fait :tA"(U3%TE 1) WALL ati is QNS�I.F`Da E It fvFSK D"I'm(ID 4 ti..Iff 3.S' I& 010"V"*S- old D.C. 4 sm Dum x SEE uAr. I OR SIX_DCTW OR it To TRANS SEE OETAIL I. SIDE C041IN"o To TRADVI SDE WNWON (rob).Q) .0. TO TPA*M :0 Q) 0-0.010- 0 0 0 0 0 MILLONNEC(ION DErAl (2) END CONNECTION DETAI @) END CQNNE010N. I L(9-) .-END CONNECTIOINU DUAIL span;am '"A is _7 L -/1 112 _IM SW_ '.miatiata,1. wL ""�IOSIVVC CLASS "L, .51U.".W..' 4 ¢ ♦ SEE UNIQATIONS OF USE FOR BLADE I&ON SHEET A9 10A I I m jacq) QFOR 1/2-IA > 6 I OR ♦ 4 6 OR(g)OR(DOR ;K rl*a �o�z*-'Z� S""r mst, W ia�watis TUDS AEVI� 2 Yff.W S D. Rim (j):(7) 00'.(1)Q)0- /—MASS 35— (D OR MAIL END CONNFCTioN Dam 13 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non Wigh Velocity Hurricane Zone] 02011 EASTERN METAL SUPPLY, INC. \UMS _HV BERTHA TM A41 Mc. Shuster System i—Ne.-4-4 11LIECO , A Accordion No .16 S.S.Aw H.V. B"#1 W/OR W/0 KV.WNDOW SAM American Shutter Systems Irv.a,— u—smupnow "TE OKA*W ITY: 0.13, TILLIT TESTING & ENGINEERING COMPANY ISK St..Sit.MS.VIRMA WRENS,FLQFDDA MISS I OLD 11-003 DATE, 11/29/11 63"N.W. . FnF Ck- , Association, Inc. Phone (305)a7l-IWO.Fat:(305)977-1531 4268 Westroads 04ve e-mail:tute,aftal—m West Palm Beach, FL 33407 3 DRAWING No EB-OOD6719 WALTER�TILUT Jr,AE4 11-192 FLORIDA U�1 44157 5 RE/DATE SHEET _'Yl' ©°"`t3 •GENERAL I IMITAMONC AND CONDITIONS QF USF FQ.Q BaT� A �• c...LAAANaaa� wn ..p I W BLADE ACrnRDIQN SHUTTF_R SYSTEM WORKING IN G � Y UNISON.WITH F1V WINDOW IBAna eat Y 1.MAX.A.S.D.DESIGN PRESSURE RATING:*110,- 110 p.,J. 2.MAX.SHUTTER SPAN:96' rn 3,ALLOWED MOUNTINGS:A,D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.0.T.U&W ON SHEETS 16&17, }i ONLY CENTERMATES�2t} (80TH W/ a 0R @)ARE ALLOWED"IN 61 (I2��YpA ED IN A SYMAET�OR OPPOQNO LAYOUT.IN GSE OF OPPOSING UT, NUSr BE WCWDED ONLY AT EXTERIOR ACCESS SIDE OF 16 a CENTERMA TYP,EA.END + 5.(A)HV WINDOW BLADE G SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (Y+HOLES)FOR 4a PER BLADE AT SPACINGS SHOWN ON SHEET a. MAX.5 WINDOWS A A + (B)MIN,CLEARANCE FRO TOP-OR BOTTOM EDGE OF HV WINOCWzBLADE G ALLOWED AT FA/ vii , + + OF ANY 3'P FIQI.E FOR SF1NL BE 12", WINDOW DIAD£ u yWINDOW BLADE 1 W BLADE COMING OUT FROM STARTERS AT ENOS MAY DE Hv urf • + + 110 10 (0)HV WINDOW BLADE tO MUST BE USED ALTERNATE TO A SCUD HV DLADEO THROUGHOUT SHUTTER'S WIDTH. (E CEJ VATS FR SIDE OF THES SHALL ALWAYS INSTALLED ADJACENT TO A SOLID HV x SEE END (F)POLYCARBONATE HV WINDOW A SHALL BE INSTALLED SO. TABS FACE CONNECTION a THE INTERIOR OF THE OPENING B NG PROTECTED.Hv WINDOWTI�A�!MUST eE 0& I ON SHEETS I A + + + all! ONLY INSTALLED AND LOCKED USING A EO S& 10& 1R 11P. N MV SETTING TOOL PROMO BY AS FULL HEIGHT. �ly✓ INC. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME YP' d d - BUILDINGS ul u ON SNEE[15,As tlNfTEa BY SPAN ANO DESIGN LOW(SEE-NOTES 1LEIy 1 &2 ABOVE), C- 7,SEE ANCHOR SPACING SCHEDULE FOR-.LNSrALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON.SILEETS 12& 13 AS LUUTEO BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PLAN-FOR-REQUIREMENTS) B.MINIMUM SEPARATION TO CLASS SCHEDULE-.PER ASIM E-1996: - TYP TOP&-BO TTOMTOM 1Y1 -.�JJ G.l4�) , WIND ZONE ...MINIMUM SEPARATION TO GLASS —UNLIMITED W!D �~::Jl i THRU 3 ^-ELEVATION MR SEPARATON TO GLASS EXISTING GLASS SEE SCHEDULE ON SHEET It FCR BL/OE� a 8,25' ------------------I--- •"„—•�--"'` AND ON TNS SHEET FCR-TES &(,; 5 Ir 2 \ TYP. 1 4 _QE OR ONLY) 1 6 ^— a T P. 5YALN TRICAL CENTERNAIES 1 W/ OR�5 AND �"��_ W/O�(SE NOTE a ABOVE) 1 TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1(A SHUTTER* N.I.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone LFIII/AAAA��A��. 02011 EASTERN METAL SUPPLY,INC. 11,LP�ti�A:.r1zz;3 ...L. A TM Z1L Eco , A.S.S.A. y _ Accordion Shutter System H.v BLADE#� w/OR w/o tLv.vAl�aQw etAM 1�Q44 j67 American Shutter Systems •,_-�f/ ; TIL TESTING & ENGINEERING COMPANY Y OV.N DESCRIPTION OATS DRAWN BY: AG. t �" A355 N.W.35th.SI..S7..3C5.VIRGNLA GARDENS,FLORIDA 33156 AESOCIa}iOn, Inc. t OLD t 1-afi3 t 1/29/11 LUTE: 1 t/29/1 i Pl:(305)871-1530.Fa.I(305)871-1531 4258 Westroods Drive 2 A ;'tc�11` a-mea:mlecoonoLcam West Palm Beach, FL 33487 DRAWING No '� •••EaR)44':'��`111 WALTER A�UJT1 dr.P.E. a 11-192 s •••••.••••• \ I7 FLORIDA Uc./a+1fi7 8_112, 11 *'*'" l },WI4EfDATE a SHEET 0 20 Toon 6'. IA-653 GRADE 1/7'.0.0]5'THICK 2.00(1'M... INSTALLATIONS W/ HV BLADE & HV CENTERMATES / Min.ASTM '7 . .0- Min.C-60 GAW.STEEL I�qx. Ut.METAL STUDS AT 16'D.C. 0 43 INTO METAL STUD WALLS W 6'D.C. 40 41 L W - ----- 1/2 75 QNS AND CONDITIONS OF USE /L Go'ML LIM A1.1)MINUTA SLEEVE 43 43o 12 a, i FOR BERTHA(1)Hy BLADE AccogpioN SHUTTER 6063-T5 ALLOY (1 4%6 1/4%0.0�15'THICK Min. SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL, 3 000" =,-653 GRADE 40 in.G-60 SEPARATION TO GLASS SCHEDULE ---- 2 ZED FASTENED TO 5 EXISTING FINISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) S W/()R#6.1/2'TEK SCREWS /�" 11"O.C. &EXTERIOR FACE A APPLICASLE 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 04TERIO ASTM E_jgqB SEPARATION �al_E IGTH + I MIN. SEPARATION ALLOWED MOUNTING:(g ON THIS SHEET. TO GLASS EXISTING GLASS TO GLASS ILI 3 43 1/4"0-20""—BOLT (SEE SCHEDULE) 43 4. ONLYO[ENTERMATE 21 �W/ 204 HV LOCK ARE ALLOWED I THR.U 3 M-UST PENETRATE 1@)1" (TYP.) WITH 21 ARRANGED(�AS YMMETRICAL LAYOUT. 0 1 a USE 0 (2)n35 (6" LONG, MINIMUM) MUST ALWAYS 13E 4 I �1 7j Ill I INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF a 250' EXISTING FINISH I 3le-6 1/4%0.035"THICK Min. AS K NMEL. CENTERMATE. 0 c2trINT.Ar-AIL5V3-SGTRMADETRAC Min.'G-60 GALVANIZED FASTENED To SND, T— TEX SCR 4 W/(2)#6.1/2 M .7 6 1/4 -20 THREADS INTERIOR&EXTERIOR FACE 5" 1"O.C. h 9 '. ilBLADE SLACK DETAIL HVF IS ALSO VALID FOR �§ W 1 9 ELCO CONSTRUCTION[ta. It1 1/2" 12 CENTERMATE 21 APPLICATION WITH BLADE(D PRODUCTS FAR—LOK HD 43b 6". 11/2". in.1 1/2"0.035'MC a 6 D.C. ". ASTM A-653 GRADE 40 COMPONENTS Min.C-60 GALY.MEL 117 : '-`�"" @ WALL HEADER/SILL INSTALLATION NC-FINISH AS APPLICABLE SCALE-' 3/8 1 ETAL STUDS AT.18'O.C. ;z"� I•�. (Typ.TOP&.BOTTOM) VE'GS I D3 N�4"x 6 1/4% THICK Min. GALV.STEEL TRACK CHANNEL. -7D—aST—JNG—GLAsS--- ASTM"53 GRADE 40 Min.G-60 I FASTENED TO STUDS E f4& w 430 43b '43 :.ANTERIOR h EXTERIOR FACE A C�-11,i !.*.,.....�. CENTERTo cuss z I MATES... .........F..! I I .,:CENTERMATES YV (S SCHEDULE) 4 I ".'-KEER[o ACCESS SIDE'.'Al INTERIOR SIDE -----—---—------- ------- ----- ------—------ ------------------ ———- ------ ---- ------- ------- -1 —_ I IN 6 IN 4 1 12 ---------------—---- -------------------------'- M----------------------- _- 24 ------------------------ ------------------•--------------- ---------------------- --------------------------- .. ...------ ------•------------------ -- ---- ------—----- ------------------- 1 (2)42 21 r 21 2 + 1 LOCATE AT -— - I , L I -------------- HJ H /SILL ENDS VIEW Y K3 1/4"(Typ.)— — 7' 24 —6 1/2'MAX.SLACK SIDE CONNECTION TO TRACK 6 1/2'(Typ.) (Cont.) BYA MADE SLACK UJAIL_�V EY-C- FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone: C2011 EASTERN METAL SUPPLY. INC. BERTH OiVrw q7o Accordion Shutter System ......... S.S.A 'ELTE AN KV. BLADE#1 W/OR WIG KV.WNDOW MADE DATE American Shutter Systems qEVa No DRAWN I No.4 167 DATE. 11/29 TICCIT TESTING ENGINEERING COMPANY Assoclation, Inc. I OLD li-063 11/29/11 1 8355 N.W.36U, St.Ste.305.vlRQNA WDENS,FLORIDA 33168 — Phare 305)871-1530.F..;(205)1171-1531 4268 Westroads Drive 2 DRAWING No — e-mail:ultecocaol.com West Palm Beach, FL 33407 .1 11-192 1% WAL EB-40067 19 —4 1% IT T Jr.P.E. TFR A-L 5 SHEET P ay'6ATE FLORIDA I..111 44167 20 OF 20