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Home My WebLink AboutPRODUCT APPROVAL 06/17/2015-10:17am danielg V:\Prcjects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH EMRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributery Area S Ft -.,_ Roof Tributa Area(S Ft 1. TABLES ARE INTENDED TO DEPICT- Are" T+E-'JORST CASE'PRESSURES.'WORST CASE'IS Height 30 15 20 25 30 .�:5U.- --,; eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C L�Op�pI.TION-OF=AN N WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO DITIO FOR LjrSI/ ITH THESE TABLES. -54.9 -54.9 -54.9 -54.3 -53.7 -5 3 ? 1`f' -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2.TABLES VALID O L _ L� GVgFs;ly ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft - - 61-70 k 3. TABLES VALID F R L F P APPLICABLE REDUCTIONS FOR ROOF SLOPES +54.9 +54.9 +54.9 +53.8 +53.0 + _ 10 0 , +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 S.�&S1 LESS THAN 10°SHA f B SPE '.BY-,71[�1'E?Oil, AS A SITE SPECIFIC CONDITION. -56.2 -56.2 -56.2 -55.6 -55.0 -5 5] 53 7 -5 -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B 80 ft + 1?•; 80 ft �L' (AVEft/�ETe QOF HEIGHT.IF THE MEAN ROOF HEIGHT +56,2 +56.2 +56.2 +55.1 +54,2 + 5 - +52 2:;,y51°'/ +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF€D PEAK- D7„ 6 T. -57.3 -57.3 -57.3 -56.7 -56.1 -55, i,{ -.5 7105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 5ALWAYS ROUND O _y O� Soft LE VALUE OR CONSERVATIVE ASSUMPTION. 90 ft 6..CALCULATE THE TRI 'OF- E OP NING IN QUESTION(HEIGHT•WIDTH)OR +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 2.8 +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -58.4 -58.4 -58.4 -57.8 -57.2 -56.7 -56.2 -55.8 -55.5 -107.1 -107.1 -107.1 -104.0 -101.6 -99.5 -97.7 -96.2 -94.7 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT'/3).USE THE AREA BETWEEN STRUCTURAL 100 ft +58.4 +58.4 +58,4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 100 ft +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -59.4 -59.4 -59.4 -58.7- -58.1 -57.6- -57.2 --56.8 --56.4 _ -108.8 -108.8 _-108.8 -105.8 -103.3 -101.2 -99.4 -97.8 -96.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR-(ZONE 5)PER - 120 ft -60.3 -60.3 -60.3 -59.6 -59.0 -58.5 -58.0 -57.6 -57.3 120 ft -110.5 -110.5 -110.5 -107.4 -104.9 -102.7 -100.9 -99.2 -97.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 + +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 1+56.1 +55.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 130 k -61.1 -61.1 -61.1 -60.5 _59.8 -59.3 -58.8 -58.4 -58. 130 ft -112.1 -112.1 -112.1 -108.9 -106.3 - 3 -100.6 -99,2 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -- .�. MUNICIPALITY IN ACCORDANCE WITH CODE. +61.1 +61.1 +61.1 +59.9 +59.0 +58:2-+57.5 +56:8 +56.3 - - --+61-1 +61..1 -+61.1 + 9 - -- [157.51 ltb, _ +563 _ 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1:18.-VERIFY-VERIFY -RE UIREMENTS-WITH LOCAL MUNICIPALITY-PRIOR TO TABLE USE. 140 ft -61.9 -61.9 -61.9 -61.3 -60.6 -60.1 -59.6 -59.2 -SE-8 140 k -113.5 -113.5 -113,5 -1 a.� =ID =Q3.6 - •9 -100.4 Q - _ +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 +61.9 +61.9 +61.9 + 0,71-. `58.9?k d- 7.6 +57.0 GENERAL NOTES: -62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 -114.9 -114.9 -114.9 -1 06:8 yl :9 03.2 -101.7 150 k 150 ft =� - 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +62.7 +62.7 +62.7 +61.5 +60.5 +59.6 +58.9 +58.3 +57.7 +62.7 +62.7 +62.7 + L5,, +54.6.',t 8, ,� +57.7 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 160 ft -63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 160 ft -116.2 -116.2 -116.21-11-21 - $ - „ .1 - -102.8 CRITERIA AS OUTLINED HEREIN. +63.4 +63.4 +63.4 +62.1 +61.1 +60.3 +59.6 +58.9 +58.4 +63.4 +63.4 +63.4 +62.1 +61.1 9.6 +58.9 +58.4 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED, THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 170 ft -64.0 -64.0 -64.0 -63.4 -62.7 -62.1 -61.6 -61.2 -60.8 170 ft -117.4 -117.4 -117.41-114.1 -111.4 -109.1 -107.2 -105.41-103.91 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +64.0 +64.0 +64,0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -64.7 -64.7 -64.7 -64.0 -63.3 -62.8 -62.3 -61.8 -61.4 -118.6 -118.6 -118.6 -115.2 -112.5 -110.2 -108.3 -106.51-104.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 180 k +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 180 ft +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 WALLS AND VERTICAL SURFACES ONLY. 190 ft -65.3 -65.3 -65.3 -64.6 -63.9 -63.3 -62.9 -62.4 -62.0 190 ft -119.7 -119.7 -119.7 -116.3 -113.6 -111.3 -109.3 -107.5 -105.9 3,THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRES ING WIND VELOCITY,EXPOSURE,AND OTHER -65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 .- -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 LBE. TFAAND VERIFIED BY THE GOVERNING 200 ft - 00 ft COEFFICIENTS LISTED, NCL SHAf.L--BE.OiC.gA +65.9 +65.9 +65.9 +64,6 +63.6 + ,, 3 ,}60:7' � +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM P)0� LDER.-N RANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 -6 .5 .1., ,✓F -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFERD `.F 210 k +66.4 +66.4 +66.4 +65.2 +64.1 + .2 .. 6 8" L 210 ft +66.4 +66.4 +66.4 +65.2 +64,1 +63.2 +62.5 +61.8 +61.2 S.THIS SPECIFICA I `P( TQER ANY PRODUCT APPROVED CERTIFICATION. RE R TO A Y,V MITTED TEST CRITERIA AND OTHER 220 ft -67.0 -67.0 -67.0 -66.3 -65.6 -6 :0 0. :- 6 220 ft -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE (G TIONF MATION AND APPLICABILITY OF THESE TABLE +67.0 +67.0 +67.0 +65.7 +64.6 + .7- �. +62 3" r; +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 VALUES WHICH IST rB•V F .BY,OTFEg$$��I� ��QQCCORDANCE WITH GOVERNING CODES. 6,ADHERE TO ALL �I1ti22\C- 2ROON.SY�yTEM ORDINANCES. -67.5 -67.5 -67.5 -66.8 -66.1 -69.!F 0 -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7,NO CERTIFICATIO .ERE_ RST T1VT£GRITY OF THE HOST STRUCTURE. 230 ft `"+�-- 230 ft �. +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63. 2.2 +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR 240 ft -68.0 -68.0 -68.0 -67.3 -66.6 -66.0 -65.5 -65.0 -64.6 240 ft -124.7 -124.7 -124.7 -121.2 -118.3 -115.9 -113.8 -112.0 -110.3 AFFIRMATIONS ARE INTENDED. +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -68.5 -68.5 -68.5 -67.8 -67.0 -66.4 -65.9 -65.5 -65.1 -125.5 -125.5 -125.5 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 250 ft +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 250 k +68,5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 DIMENSION OR 3FT(1m),USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 260 ft -68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -65.9 -65.5 260 ft -126.4 -126.4 -126.41-122 9 -120.0 -117.5 -115.4 -113.5 -111.9 a a SAVE ROOF +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64,1 +63.5 +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 ROOF -69.4 -69.4 -69.4 -68.7 -67.9 -67.3 -66.8 -66.3 -65.9 -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 HEIGHT 270 ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 270 ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 5 O5 -69.8 -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.3 5 280 k +69.8 +69.8 +69.8 +68.5 +67.4 +66,5 +65.7 +65.0 +64.3 280 h +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 5 ® 4 d 290 ft -70.3 -70.3 -70.3 -69.5 -68.8 -68.2 -67.6 -67.2 -66.8 290 ft -128.8 -128.8 -128.81-125'2 -122.3 -119.8 -117.6 -115.7 -114.0 EL VATI Q $� +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 +70.3 +70,3 +70.3 +68. +67.8 +66.9 +66.1 +65.4 +64.7 WALL ZONE FIGURES ISOM ERIC fA o o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE > o INR ISSUE GSS TSB 03/05112 ENGINEERING m I REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 1 I z 3 REV 2014FBC DGM TSB 06/10/15 (2014) EXPRESS K O r - ASCE 7-10 CHAPTER 30 E2 0 F"' p m CORPORATE OFFICE: _ Z m - 160 SW 12th AVENUE, SUITE 106 V °z I-• DESIGN LOADS FOR COMPONENTS&CLADDING z 4! DEERFIELD BEACH, FL 33442 M.y v "\ " MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z M p O THIS DOCUMENT IS THE PROPERTY ENGINEERING E%PRESS, m m N aQ AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN OF 1RESS.ALTERATIONS, CERT OF AUTH#9865 Q O N ADDITIONS,OR OTHERMMARKINGSITOTNG HSDOCUMENT AARENOT ASCE 7�1 O E:HE A 0 � ut PERMITTED AND INVALIDATE OUR CERTIFICATION. m o ENGINEERINGEXPRESS,COM K JOB NAME: T��d tfO(Per�rJ Mean Roof Height= /30 MUNICIPALITY: ST, UC X74 j Accordion T e= A-5,56 ADDRESS: �OG��) S �cc��r �>a,4E! . /� FoG Manufacture Type = j V 1 CONSTRUCTION&ZONE CONDITION: F-L �,'cT OPENING NO. CONSTRUCTION TYPE: C-01'Xef zeff OPENING SIZE -- `--SQUARE=FOOT--AGE----f 7�+-1---" -�'(,�- SLAT SPAN — — --—ZONE-(4(Interior),_5(end)) Pressure(psf) ------ EDGE DISTANCES ANCHOR SPACING Connection Type G TOP TRACK Connection Type 'J TrAcif BOTTOM TRACK 1x if s TUBES/POSTS REMOVABLE BOTTOM ANGLE TOP TRACK `} ANGLE BOT TRACK �\ t P r / LEFT SIDE ANGLE V RIGHT SIDE ANGLE STAr27ER STRIP ANcHORVPE TOP TAPCON BOT TOP ` CRETE-FLEX BOT TOP SOLID:SET BOT TOP BRAS5-BUSH BOT TOP WOOD LAG BOT TOP PANELMATE BOT . I Plorida Building Code Online Page 1 of 2 I , fif&r'.::'Y�5��S"ti" r✓rrt�� ^�,J,"��i„y:., oSl-n'a�yac'�3.,:y=r }�-tr'fF-.��:91?t{a t°t t i,i�•-1 t.�'t 1.t�•+�'..�y•c`--S8 t t�'a�.;'�e,),,3 n']-S' i 19- K a.f�,�§l¢' ;s J`r•t..��xt��t<. -JILL• !R41 J F rrl�fl�c L✓r„rtI.i T.i SCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links ! Search Business ,; � 00 a Product Approval Professional = �=:I USER:Public User RC-gLI1.3tiOl i . wmEg Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail .K_ �.. --5�.._ _ ` FL# FL389 R8 Application Type Revision I Code Version 2014 Application Status Approved I Comments Archived I ” I Product Manufacturer American Shutter System'Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.co Authorized Signature Bill Feeley Irodriguez@easternmetallcom J Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I I { I ; �I Category Shutters Subcategory Accordion I l Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report-Hardcopy Received d Florida Engineer.or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report A 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 Validation Checklistl-Hardcop,ylReceived I i Certificate of Independence FL389 R8 l CJI HV ACCORDION CII NONHVHZndf I I Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 1 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 I I Equivalence of Product Standards Certified By � I Sections from the Code i I I , r , I I , i httnc //flrn irlahnilrl,,,n nrrr/,ter/rn- n A+1 Florida Building Code Online Page 2 of 2 . � I I ; I ' I Product Approval Method Method 1 Option D i Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 I , Summary of Products I FL# Model,Number or Name Description I 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.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 I Other: Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AEI A.S.S.A. INC. P.E:R. DRWG.15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load j for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" I for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for I installations into Metal Stud walls is 79"for max,ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. I 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 IIIA S.S.A. INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by IndependentjThird Party:Yes Design Pressure: N/A Evaluation Reports j Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 1.5-085 HV odf p.s.f negative ASD load depending on centermates and Created by IridependentThird Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, 1 -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for i +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 i p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 V and 20 respectively of installation drawings for other spans and pressures. E I J 389.3 FBerthaHV Accordion Shutter Extruded aluminum interlocking blades retained by tracks -(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection I Limits of Use InstallationlInstructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. I'NC. DRVIG.15-084.rdf 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 ,e Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.;..QNC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively I I I i 3ac1< Mext iI� i I f I Contact Us::1940 North Monroe Street,Tallahassee FL 32 499 Phone:850L487-1824 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 Chapteri455,F.S.mustlprovide 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. I Product Approval Accepts. i z::- r-•t i I security.,u ut:s I I I I I I I I https://floridabuildinc.orR/pr/ur aw dtl.aS>ax?param=wGEVXOwtbavYYHH2vJvx53Mw... 7/15/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE 114 ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p C DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED 13Y THE JURISDICTION WHERE SHUTTER WILL -TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85•USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 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 Cts & A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 -- IN ORDER TO B1£ ES VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED.WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWASTRESS FOR WIND LOADS WAS hW USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A-VAND-DURATION-FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HHASY.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HBEEN VERIFIED IN ACCORDANCE`WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER-ASSEMBLY 38-44 - - --SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -- FN-BLADE•0-10214.01-03,-Ht07.15.01.-03._i-1004.01-05,_P,1214.01-05, #0317.02-06. #0609.01-10 AND#0210.01-11 AS PER TAS-20X.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2• HV BLADE CD AND HV WINDOW BLADE C1Al AND E-1996 STANDARDS(MISSILE LEVEL D,--WIND ZONES 1.2&3)&:oT22Op1-1rAS PER"TAS-201;21)3-&-203-PROT000LS-LARGE MISsILE----- _ �, _�__-_ (WHERE APPLICABLE__ -HV WINDOW BLADE ®80505.01-08 AS PER ASTM E-1885 AND E-1996(MISSILE LEVET.0,WIND ZONES 1.2. 3)BASIC PROTECTION ONLY AND® 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 BIADEOi AND HV WINDOW BLADE I@ 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 HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKI$AND-FOR-DIRECT-MOUNT-CONNECTION TO-TRACKS-SHALL-SE-114x2.75'AND_fi4xi.7S_RESPECTrVELY._410-HT MINIMUM SERIFS CENTERMATEALTERNATING DETAILS FHV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACIURE71 BY-APPROVED- _ COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. -- 4,ALL ALUMINUM EXTRUSIONS SHALL 13E ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRErE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLACK SHUT 12 5.ALL SCREWS To BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Iii MIN.YIELD STRENGTH AND 90 ksi 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. BOL17S TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SLE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE IO: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&© WORKING IN UNISON: 12, 13& 15 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#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT®5'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. 9. R SHAM BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE 1A ONLY ' ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER 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 CENTERMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. AREA 4• HV WINDOW BLADE n ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERT'OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 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.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE MID INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.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(EO.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 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. 11 Hill-. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane A.jj ©ter2015 EASTERN METAL SUPPLY, INC.. */ �,y BERTHAf7VTM I L ® �>b�. ■ ■ ■�■ Accordion Shutter System FEV.BLADE#1 W/OR W/0 FEV. WINDOW BLADE ..�•1 .�//.,% - American Shutter Systems IEV.N DESCRIMIDN DATE DRAWN Br: M.L. v•' TILLIT TESTING & ENGINEERING COMPANY TOT,• �. �`C OF 615.5 N.W.361h.St.,Slc 305•NRGIf"BMDENS,FLORM 3316 Association, Inc. t OLD 11-192 4/13/15 DATE-- 4/13/15 Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No LS'•• �(. e-Innil:611eDooeol.�Dln West Palm Beach. FL 33407 3 /''�'''•s/ ALE ��.� ELL-0006719 N N 15=085 It1Lv�```\ WFLORIDA Uc a 44167E 5 SHEET P.E. SEAL�S�LNATURE/DATE 6 1 OF 20 3',MIR WINDOW DLNE� VARIES 1.491' 1.910' eti7 P .2 1.200- o.2oA 6 d.454" .09 q. ' 4.999' P• S V2 ✓r, 1 HV SOLID BLA 375 4�� H 90' 180 TER 3OHV UNIVERSAL FLOATER - mI QUALIFIED FOR USE W/ COV EO UNDER US PATE 8179 QUALIFIED FOR USE W/ HV BLADEOT ®HV DIRECT MOUNT HV BLADE Q7 1A HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 63-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE IQ ON SHEET 19 `- - - - - - _ BLADE O 37- 6063-T6 ALLOY AND TEMPER 3.226' 1.50o' 6063-T6 ALLOY ANMD TEMPER _ _ .124.00" 1 o 3.556- _ 67 1.000" .670• 2.226' - 072 -_ 842 ---- - 4.897' ° o .815- 2.092" -- -- -- - -O.HV ADJ. ADAPTER W/LIP _ `'436 12 ' N 376 2072' M> -o.o7i--- szD 3.226QUALIFIED FOR use w/144 --®-HV-WALK=OVER TRACK------ BLADE 01 QUALIFIED FOR USE W/ HV ®HV TRENCH-TRACK---"-- -- Ss'-;.,50•- -- ----- --- ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE T QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE01 ONLY. (� HV AINGU RD BLADE lO 6063-T6 ALLOY AND TEMPER QUALIFIED FOR HV 6063-T6 ALLOY AND TEMPER = VARIES m 1.936- BLADE 1 1' 1.915' ? VARIES 1.936' 063-T6 ALLOY TEMPER Max. 1.917' .083" 083' Oa3' - .083- m ,093• .093- - .10o• .125• .060' _ .060' .093" _ 93'°o _ 060• 670 p 060" - Y \A 0 yl 670 1.686" 41'214 670 ' 1 LHV HEADER/SILL 11 HV CEILING HEADER ® 13 D CEILING HEADER SIL 3.52 Q LIFIED FOR USE W/ HV BLADE(I)ONLY, QUALIFIED FOR USE W/ HV BLADE DONLY D WALL HEADE L 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV B tO 14 SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALjPK. QUALIFIED FOR USE WIAV 6053-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND ER BLADE TO ONLY 6063-T6 ALLOY TEMPER 1 COMPONENT A B TI T2 X Y [ - MN XMNY MN.f 1' 1' 0.062' 1 2" 5"MAX. 1/a• 1/8" fl I i6 2" 5'MAX. 0.192" 0.19Y 1� SIDE ANGLES D �0 CORNER POSTS ALUMINUM ANGLES IS 2.5' 7"MAX. 0.190" 0.190" QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1D QUALIFIED F0�USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. © 2' S'MAX. 0.139- 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``111111 )1�I77r ©2015 EASTERN METAL SUPPLY, INC. A.Ticc/T'% (BERTHA HV7m F .•'' ENS G F Accordion Shutter System moi+ 67--- :*= KV.BLADE#1 W/CR WIG H.V. WINDOW BLADE l// N•� = TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems E„•x D6CRIPuDN DATE DRAWN BY-. II Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/16 STA7E OF �,` 6335 N.W.361h.SL,She.30.5,VIRGNM GNIDFJIS,ROR41A 1116 4268 Weslroods Drive z Phone:(305)871-15}0.Fax:(305)871-1531 DRAWING No FLOR\D •'��`� a 61:611...o..I.cum West Palm Beach, FL 33407 3 15-085 F ; ED-0006719 4 WFLORIDA a.#44167E 5 SHEET P.E. 5� �/FIGNATME/DATE 6 2 OF 20 4.660' ,g2g- 4.576' 45' .293' t/4'-2Gxf/' 1/4--20 DIE CAST 2.293' .745' a.JJA` STAT NEM ,,ry THaEADm HOOSWc ENIUEL 1/4"-20 4L �3' WED PNMm DREADED WE CAST �'S40' 0 65 (2 ') Ii0, FNNdEL L PNNIED °w in GR65 NNN-"�� 6 .O6Z' m KNOB. O 1.325' ry 875- - 6 .318 BASS MIRDER BRASS CYLINDER 4 Rai &KEYS(OIROME (CHRDNE PLATED) 21-HV CE TE A PLATED) Qu RED FOR USE W/ H I & 1�ONLY #2 HVFLOATING CENTE ATE S. two. �sD 1.Jzs NV LOCK HV EGRESS LOCK 606 - AND TEMPER OVA 1ED FOR USE W/ HV BLADE 1 & to ONLY 4• ,y 3.0 3' m- QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER CORNER CENT,ERMMATE B(.ADE(1}& ONLY. - BLADE 1�}& Q ONLY.. (2� HV R Q AUFiED FOR USE Wj HV B1ADE�1 ONLY zso"a.o. t6' -_- - -"' 6063-T6-ALLOY-ANO-TEIABER 1�- a PLASTIC NERD _ __ - -_ _ _ 2' ------MOLDER EW a- _ 4.045' .. _ _ '- - -SCREW 2079' 1.753' .825' rni .360'AFTER RIVETING BEFORE RNERNG 1/4"g-20 x 3/41 4"0-•20 RIVNUT* THUMBSCREW_�*SaD6 9444 ALUNINNM(202h N.L01')IMGE FLANGE THIN 1 2]SD" I .8 Z• SHEET NUTSERT.PART I FACTURED 6Y AVDEL PLAN P " " f7{0Nf°E1A1gN 2� HV MALE "T" LOCK CENTERMATE _ 4.566 cHE RY POINT,NEW 07054 OR E0u& 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE )ONLY 2�J HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATI E LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR U41E VY/ HV QUALIFIED FOR USE W/ HV BLADE 1OONLY QUALIFIED FOR USE W/ HV BLADE(i�ONLY W/HV BLADE G)ONLY. BLADE Q O LY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 1917 3.161 .O 3' t �- 43 .063- > 1.0 THUMBTURN .214' w .063 _.062• m< GYI1NDEft OR .214' KEY CYLINDER .545- 0.875'Min. � 1 HD CENTERMATE W/ NO LOCKING ROD HD CENTERMATE W/LLOCKING ROD ' .4D .125'Max. QUALIFIED FOR USE W/ HV BLADE& QUALIFIED FOR USE W/ HV BLADE 1 & 1A 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER :3) HD CENTERMATE'S INSERT VARIES, 12-MIN. QUALIFIED FOR USE W/ FIV BLADE Q)& 1A 14/4'4-20 5.5.0R 3/8`-16 1.130- 6063-76 ALLOY AND TEMPER ° KET&1NWDSCREWS, X1/2- n THU.'BTURN (SEE - C11Uf1 715' D° — OR KEY RiMN /,5T Min. CYUNDER LOCKING ROD �, 375 4 1/4`4 •R HD LOCK QUALIFIED FOR USE W/ FIV BLADE 6063--76 ALLOY AND TEMP © HV 3/H"�+-16 ACETAL � HV 1/4" ys-20 A1S1 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK 80LT LOCK. 5 INSTALLATION W IRE A 7/16' HOLE THUMBSCREWS -_SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1D& 0 D S FOR PROPER EMBEDMENT QUALIFIED F f;1W+t114tT q V GLAD QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High velocity Hurricane Zane `�S,`�„�•,, L. •• 0 2015 EASTERN METAL SUPPLY.INC. Se ': _ BERTHA H V TM �'` -. � AA.At �_ ! Accordion Shutter System TY = Y NC. IN 12 4 n H.v BADE#1 w/OR w/o ttv NANDOVV BLADE Amer1can Shutter Systems TI LIT TESTING & ENGINEERING COMPANY Ev-N OESCRiFTiDN DATE -oR1WN 6Y: M.L "'�'• ��t P ` 8355 N.W.351h.SL,Sb.3D5.ViRGVIJA GARDENS,N.ORCN 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 ' pI•-tii}`^= S-t P1,—:(305)871-1530.F..:(305)871-1531 4268 WeStroods Drive 2 ''rii �`•''••••••"'••C� .-mail;Ullecaga.4cam DRAWING No �r F rt West Palm Beach, FL 33407 3 ''gYYsS�QNA�+titt�` W&TE A.°ilLLIT J' P.E. 4 15-085 P.E. SEAL/SIGNATURE/DATEa0RIDA U..y 44167 s SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1Q HV 3/B'D 12"MIN. CE BLADE lA 0625' 41 40 TO BLADE T P LI QHV BLADE 1 i i E cE tq .1675' EnEwOu .Ds25 os2s' ® HV �- HV WINDOW BLADE .0625' ^Fc11aN x-x BLADE'S S'0 OPENIN ' .0625 '1875' .z Y HV LONG RECESSED NYLON BUSHING jo . z-', n KNUCKLE o.as25' 39 HV-SHORT RECESSED NYLON BUSHING 'S FLAT POftnON R1.7OERIORFIV NYLON HAT WASHER y >; - _ _ B E - P WHEELCARRIAGE AISI 302-303 SERIESI47s^ 40 ,� X �/z.e75o' X_ — -- 2-C/8--]N. HV WINDOW d.870"x3/16"THICK-NYLON-WHEEL: - -- - � _ �L— - --`- � _ _ 1 -1315'0 - _ _ a3.D -_-- —- 0.188"0 AISI 302 SERIES S.S. RIVETS i SEPARAnON - B 0625') BETWEEN .0625' BLADE4 HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR o OPENINGS I ON C 3It—.- -475 Y Y 75D0' — —— - ._ 3 FIV 2 3/4" ACCORDION PIN W/ b8 HEAD * — 0 475' m _ Fxn-RIOR O�anoN ——— — --—---cusalt- — _ .. ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i li11, t BETWEEN TYPICAL HV WINDOW BLADE�AND -- I I © 3POLYCARBONATE HV WINDOW DETAIL 100R (0 4 or 3 rv.T.s. (SEE NOTE FOR j I'I i'1 ; POLYCARBONATE IMPACT RESISTANT HV WINDOW hEOUIREMENTS) , I (E)OR IN BAYER MAKROLON 3103 POLYCARBONATE - Flt 1 112'MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC 'k "! PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR i t + � I TO B ADE B M INNOVATIVE PLASTIC HEFTEXAN 103). RESIN II x i i I (SEE NOTE "F" ON SHEET 19). HV n HV 1nA �a� OR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® NLL BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR i i i ! POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY i EXTERIOR SPAN � RESULT N.T.S. '1 TrPIGd.PRJPERIIES BDVR? 1{{V PIN a2 OR M13 AT RET9D]FE (2) FIV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT EXT RtOR BLADE's KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 D0.324' ��q,�� (SEE NOTE x FOEN Am 0792 O.Da roM' 0.043 16/In BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. ® v �. REQUIREMENTS) # MSIL 's 1TJ151LE nDD s1R AT Am Dew 9AD Pal. 9.500 p.I FIF3(URAI SniEN01H AT YEID ISIY DJ90 12,500 0.'+J• 13,4D pal. (3) HV PIN © OR (3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® �y" i I it FExuRAL YODDEus AS1U D790 ]4o 000 v.J. 35,o00 px1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, f NOTOIIED ROD ASM D50 1M Fhrol 17 FF-mAn SHEET Q s M DD1sm Am Deal 4].2 z 64.5 x wWHEEL CARRIAGE DETAIL N.T.S. ASSEMBLY LAYOUT RALE of ODRNMO Am Dell a-1 cuss o-1 a N.T.S. SFlF IONmON D1929 1007 900-F xr61}�tlG Am 0155 TENSILE MMGnI AFTER WFATIIER010 ASTM 630 9302 p 1. 8010 P.,J. MHV BLADE SOLID & HV WINDOW BLADE DETAILS TEN%UI 51RE63 DO`GRE WFAn EPo"° ASIY038 a",P.J. 0080'..J. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone X441 AAA// ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �10ENAccordion Shutter System 0 Q.I E C ® �N c. ■ ■ ■ ■ FLv.BADE#1 W/OR W/0 KV. WINDOW MADE / American Shutter Systems Ev.H DESCRIPnom DATE DRAWN By.- ML TILLIT TESTING do ENGINEERING COMPANY * = Association, Inc. 1 OLD 11-192 a/t3/ts DATE: 4/13/15 TATE OF = 9359 N.W.361h.S1.,SI JnS,NRGROA ONIDENS.FLORIDA]316 �• Ph-c (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No co"-.- ORIDP ..��;:� e-mpEBt7t91'com West Palm 0006Beoch, FL 33407 3 15-085 ONg t ENG�L�.�� WALTER A T 1B Jr.P.E. 4 [P.E.T�WVGIBt��URE/DATE FLORDM1 Lic.B 44167 6 SHE 4 OF 20 ®•®m © � *NOTES ON HV LOCKS AND CENTERMATES: ®• �� O 1. MANDATORY CONDITION i1: ONE HV LOCK 2@ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN A e c 6 5*09 7 u N 5 T u � ��•��® OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TD 105 AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or'g? MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ;ONS CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.QPI1Q IF DESIRED FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 9 ORm LdAY 3E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(1) ABOVE 11\7H LOCATION OF LOCKS--SHALL BE AS INDICATED-ON TYPICAL SHUTTER ELEVATION. IDD-1rve 3. OPTIONAL CONDITION 12 MUD ONLY WHEN MAUDATORY CONDITION $1 OR UMTTED MANDATORY CONDITION _ _ _ $2 IS USED W/IWO H.V. LOCKS); LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 oR Son 6 DR i0 on 54� --_ - --.'�`"® -BE-USED-IF-DESIRED-TO-ENHANCE_SHUTTER_PERFORMANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE N I - MAY-ALSO BE USED AT STACKING POSITION (NON"HORRICMIE-P-OSITION).-`—'---- 4. MANDATORY CONOfT10N f2: ONE HV LOCK® SHALL LL USED AT CORNER CENTERMATES FOR ANY SPAN - �`:�'(ul) o AND INSTALLATIONS AT ANY ELEVATION. HV LOCK o�or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. B ATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. "ylo HDDCC_ HVC MAXIMUM SHUTTER-SPAN-SHALL BE-DETERMINED-AS-PER-SCHEDULES_SHOWN ON SHEET 12. a�; 6Vo @0 5. ARU 211112 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK ar FOR ANY SPAN AND _ Q � � INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT nr�33o in OF 1/4'0-20x3/4"S.S.THUMBSCREW TO L�1 OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. N 0p HVJL_ oz�3H�� NDo'Nvo o�� RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO T i `Uvy =..sm �E� LOCKS AT 1/3 OF SHUTTER SPAN. n 0 6.MHOATORY CONDITION_�T AOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ SEE END OR a TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION DETAILS ON D F E N 1 K L M P 0 V W X SBH ETSS.10 1+ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1. SECOND fi VAI in D CENTERMATES a AND xuNrt[n_n CENTERMATE Qom,; ONE ALTERNATE HV 'T"LOCK®MAY BE INSTALLED IN UEU OF HV LOCKS ®OR®FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9.WHICH MUST BE 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 W/ 1/4'0-20x1"S.S.MS. INTO A 1/4'0x 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM 1S MANDATORY. ®«®� IQs•©" �s+is w�+tea *NOTES ON HD LOCKS & CENTERMATES: 17 : ONE ALTERNATE HD LOCK® MAYBE USED IN UEU OF TYPICAL (1� HV BLADE SHUTTER ELEVATION HV LOCKS 2 oR FOR ANY SPAN AND INSTALLAT ONS AT ANY E1EVAl10N.ALTERNATE HD LOCK®4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 88 x 3/8'F.H. SS.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT©AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS cOMPLETEI.Y OPTIONAL FLORDA BUILDING CODE( on High Velocity Hurricane one �A A 7/ YY, O 2015 EASTERN METAL SUPPLY, INC. �•S�:•\,\C,EINs�.�'•.�Q�'� B��i■i7M I°'��TM Tii A Accordion Shutter System i LTE ® 1 H c. ■ ■ w ■ TLV.MADE#1 W/OR W/O TLV. WINDOW MADE American Shutter Systems iEv.Hc DESCRIPDONDATE DRAWN BY: M.L TI LLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF rte6355 N.W.36Lh.SL,5+,.305,WLGNIA GARDDIS,FLORIDA 3316 �9'• 4268 Westroods Drive z PAona (705)871-1570.Fax (305)871-1531 DRAWING No �' �''•. RI ••� e-moll:1ilLecoonol.Con, West Palm Beach, FL 33407 J 15-085 Fs '••....... .•••`\G� ` EB-0006719 4 NALE\\1�4`�`` WALTER A.u B ae,c.E s SHEET P.E. SEACf4SiGN1�jURE/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE on OR'CONCRErE BLOCK CONCRETE CONCRETE SHEET 13)REQUIRED 1/4.0-20x3/4"S.S. REOUTR(D REQUIRED CONCRETE ANCHORS �c,� CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) 17 18 R\,_j`c�LyRyYONE(SEE NOUNRNG�ON SHEET>) (SEE SCHEDULE ON WJ 1 fi"-20 SHEET 13) NUTS® 12'0,0. Min. I/4"0-2Qz3/4"S.S. Min. -"'E EQ- t3ACHINE SCREWS EO EQ USING 1/4--20 NU(S 1/ - _ 19 ® 12'O.c. E. D.1' /2 .250' MGx. / - t _- -I 13 OR 15 / -- - 13 oa 15 OPTIONAL r "f 'OPTIONAL ir!'tlnSS ' SC EA(E GxN t n F x1 fS" pxn 1 OR i + I - - —u-- - MIN.sEPARAt oN To_cLAss__ 1 EXISTING i W%W 19 FOR r i I ' - - 'EXiSiING (SEE.SCNEDULE ON SHEET It) GLASS—I ekes Nh® 1 MIN.SEPARATION TO GLASS } 1 GLASS ``(SEE SCHEDULE ON SHEET 11) EXISTING i cuss--- _ �}C BY WALL HEADER INSTALLATION ® WV WALL HEADER- INSTALLATION B� HV WALL HEADER INSTALLATION + KEYSTONE �— --_ — EXISTING MIN.SEPARATION 70 GLASS GUSS—i uM grMAmN ' �4 i I �_� (SEE SCHEDULE ON SHEET 11) 1 ,=SEE� I i r I 1 OR 1 � Mw.SEPARATION TO GLASS `� I 1 IXI>�GG,� 1t FOR atOE mNJp �r r {SEE SCHEDULE ON SHEET 11)+ i I IXISTINC 1,—OPTIONAL F 1 1 Gtn~;s-I 7it�i�'y'jy t S 1 r 'II iii tti E z _ I i I i ' vOPTIONAL i i i i'S/Jd`Max.t,— E D.x rr i i r r 13 Oa 15 1/ r13 OR ' 19 EQ Ea 1' O -- - I/4'0-ZO 3/4` Eq £ PHILLIPS TRUSS HEAD 1/4`0-20x3/4'S.S. PHILLIPS � MACHINE SCREWS USING CONCRETE ANCHORS HEAD MACHINE SCREWS 1'-I 1J4'-20 NUTS+ 12'O.C. (SEE SCHEDULE ON W1 WJ 1j4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET Min. POURED CONCRETE WALL REQUIRED 13 POURED CONCR ) OR COREQUIRED NCRETED CK OR CONCRETE BLOCK � C ACRE-iE ANCHORS REQUIRED tJ HY WALL SILL INSTALLATION (SEE SCHEDULE ON F�HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED BY WALL SILL INSTALLATION 1- SEE SHEET 4 FOR TYPICAL.SHUTTER f E D.a EDGE DISTANCE INSTALLATION D ETA I LS W Z ASSEMBLY + SEE UMMATIONS OF USE FOR �T �J\f BLADE[� 2- MOUNTING SECnONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE IA ON SHEET 19 ll/ H Y BLADE IN ANY WAY TO SWT ANY INSTALLATION. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone `�.�` 0 2015 EASTERN METAL,SUPPLY,INC. S-1 :'>\GEN :��- BERTHA HVTM { =_ "ILiPSC. Ap �, eA� Accordion Shutter System = FL,BLAX#1 W/CR W/0 KV WINDOW aADE �/ /�—T*` T1LLtT TESTING & ENGINEERING COMPANY American Shutter Systems . MCI„P„oN onrz awmN er: M.L. SAT TE DF /r.•, ,.. :?4` 8355 N.W-351h.SL.St--30.1,-OM GARDENS,FLGRM 3316Association. Inc. , OLD 11-192 4/13/15 oA1E 4/13/15 I',, � Pt...:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z ' `SS% ..; \X 1$1 .61;bolt-O 1-nn West Palm Beach, FL 33407 3 LI 5 G - QfVALj111`tiL1L�` WALTER A.purr J,P.E. < P.E. SEAL1aP&A"TURE/DATE FLORIDA 85 Ue. 4a,s7 c SHEET OF 20 l POURED CONCRETE ANCHORS + urt srrRATla+ ♦ �� ,,� , CONCRETE (SEE SCHEDULE ON SHEET 13) ; TO 6716(SEE 1 OR i I- LI./ uw,sTruvnox T 1111 EXISTING _ lJ la GLASS r REQUIRED 9OEDAE oN S�1hEEr {L+ ( EDGE OF -1 H TSR fMI19 FOR iU 71U4j{)I; ' GLA$5—� a� {fs4 saccule aN' ON 9iTET 19 FOR 1 KN 2PIrIrt1roN I 1 91EfT It i D. APPLICABLE EXISTING 9/L11:^>mk 1� :t r—(5q SarTp°r[-- 1 9 ll GLASS 11 \ oN srcET+r1 + }{{ l i i ALTERNATE ill i i 1 l - 1 1 I+ I I ANCH IXISnNC� I �= LOCATION i i i t 1 1 GthSS 1 i i I I I i I i 110.3/4"HEY,WASHER HEAD 1)1 OR 13 OR 15 3/e•uIH. TEK SCREWS 0 12'OX. ' s/a uu+i SLAB IF CONCRETE ANCHORS I EDGE OF 7r ; (SEE SCHEDULE Of:SHEET 13) E I EO' $ APPLICABLE EXISTING1 +1 Y ✓-_ i EDGE OF OLASS--+ 1 1 EDGE OF----+� - - ll+ - - _ _ SLAB 1F I I SLAB IF i / L' 1 EDGE OF - APPLICABLE D __._ i Mrr.SrRt¢anat I tI!{fllt APPLICABLE + E0. .� —.LAD IF ... 1--mGLASS f%r_. _ I3; _ APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS ITN 33hIIAE=aN-sE,ET _ CONCRETE D. CONCRETE 11 FDR RN1S peFn` s-� POURED. - -�-"- -- -'-'-`- - - - --- - (SEE SCHEDULE ON SHEET 14) 1 at a,RTE DR ♦ -" REQUIRED REQUIRED 1 OR CONCRETE - - - -- - _ _ _ -FLAT REQUIRED __ REQUIRED D. E D.*� (SEE SCHEDULE ON SHEET T4) - - - 11 TRENCH INSTALLATION 7- -- VAUD ONLY FOR UP TO+70, --75 PSF A.S.D. ----" - HV FLOOR INSTALLATION fi O HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER � HV CEILING INSTALLATION — - SCHEDULE#3, sHEEr 11 EXISTING 41N.6FPARAlION` -�-- -- ,ap.,� �„ CONCRETE ANCHORS GLASss-1 m GLASS (SEE SCHEDULE ON 41FE11t I I sG t r SHEEP 15) 1/4'D NW WTUIX TMLDN /W (SIX sRa•Y i+1�•---- EXISTING 1 1 EX15nNG—� r Exis"N i GLASS—' I t , CLASS 1 N.Y➢ARAINN TO Iawv O GLASS-� ( 1/4" '-IIQE SoanU1E wl slTa 19 r 1 1 I I FAS1 3/4-TAPPER+NIOICRS 6 AT.lpi[xr ro I 1 3/C WN.DATIMMENTSPA o D A4AX. 10 I I i "3(siE sacmue�a+ ts) r1 1 o- Fat UP SP NS LA GOI IAL e�14O-7 4.O.0 FOR SCANS LNAX PUNSLANT AT EYM FASTENM ITADY1 i (TTP.)(SEENOSENoNg I I I---•-( oR ]5 O.* WASHER4'HED E a I RM uwAnotts 3/r 1 3 ' B i t WASHER HEAD 'I � i' w. 1 N TEK SCREWS I row•sFALnNT�14x3/d• HIX HEAD 1 I 1 8•/ �4 12'O.C. / $ i i i i +'':::TEK SCREWS®9`O.C. I .mT t 378" I —.....CONCRETE ANCftORS �- - #14x3 4 S.D.S. '" I I 1 i . '•.' F'1 1 nSOR 1 j4.0-20 S.$.M.S. 6 t 7O fi / _- r 1 "..W/NUi tJ 9'O.0 I (SEE SCHEDULE ON n 7 i ®9"O. C. -- _ Mak, o i2C15 I SHEET 14) 1 .. ° _•;, 1 .F -... .:•....43 ------ I ------ ( 17 DR 18 N :+ F30STINC NON STRUCTURAL ij2' -i" 17 R 18 •,z. 2.o0'NTN:=» wµ1.WIN{t>ECORATNE EDGE OF `.1,.•• E;D. '✓} SILL) SLAB IF QS4x3/4"&H.S.D.S. ( MIN: . o`s, L 1 7/8' 1 7/8 APPLICABLE @ 9'O.C. PON2E0 GONGtf7E CONCRETE ANCHORS SEE NOTE 13(D) - REDUIRED .D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON SHEET 13(b) _ a D:.. .... SEE NOTE ,, .. OR CONCRETE BLOCK SHEET 14) +' _ REQUIRED OR CONCRETE BLOCK OPTIONALPOURED REQUIRED Q KEYSTONE MOUNTING INSTALLATION CONCREM HV WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION MNfIMI1M ASA.DESIGN PRESSURE 464,-72 paf TMXQD(ZREp Lta SIwr TN SPAN W-0• QJ RAINGUARD INSTALLATION x0L O F ON N • THIS INSTALLATION SHALL BE E.D.=EDGE bl CE REMOVABLE WHEN PERFORMED ADJOF U 1-SEE SHEET 4 FOR TYPICAL SHUTTER ONS Ott SHEOR ET 13) ENTRA CEENT TOAN OPERABLE EXIT ♦ BLADE SEEMIAAONNSHEEr 19 FOR ASSEMBLY INSTALLATION DETAILS W,/ © HV BLADE 2-MOUNTING SECTIONS CLAN BE COMBINED IN aNY wnY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 4 2015 EASTERN METAL SUPPLY, INC, No T/ BERTHA HVTM �G 011141c. Accordion. Shutter System H.V. MADE#1 w/az w/o H.V. K]NDOw BLADE American Shutter Systems PATE ORAwhi T3Y: u.L -O'• `STATE OF r 2'ti TILLIT TESTING k ENGINEERING COMPANY .x oFSG$TP 6355 N,W.36th.Sl.,SIC.305,NRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Ph—:(305)871-1534.Fax:(305)871-1531 Q68 Westroods Drive 2 _-1z ult—D191•°0"' West Palm Beach, FL 33407 3 DRAWING/yNoo WALTER A.1 1LLT Jr.P.E. d .T 15-085 P.E. SLyAL"f51'�'NA�CLURE/DATE FLORIDA U°.#44167 5 SHEET 6 7 OF 20 SEE END WALL CON ECTIONAI 8 SEE NOTES ON LOCKING RODS @,HV LOCKS Q or(D OUT BO IN 1 INSTALLATIONS W/ 1 HV *AND ALTERNATE 1V LOCH®ON SHEEP 5. EXISTING GLASS BIADE SLACK DETAIL INF IS VALID FOR ALL BLADE WZ HV CENTERMATES CENTERMATES AP,...N WITH..E( i O 70 10`03- OR SEE END WALL CONNECTION 10+5-6.. EXIS_nNG GLASS Q TAIL S ON SHEETS 10 & 18 00 0000 � 17�+ 67 + 18�N �.®°flQ'®ort®•Q7 oa ---------------------- ---------------------- 7 1 00-0000 3 1/4^ 7' 6 1/2• 7^ (6063-T6 ALLOY)ALUM. OPPOSING - - SYMMETRYCAL_ ANGLE W/(2) I/4•0 TAPCON ANCHORS TO CONCRLTE — CENTERMATES CENTERMATES (TOP/BOTTOM)& I �IO.S/4•S.M.S.9 12• MIN.SEPARATION - ---(4)00.1/2=S.M.S.-TO-TUBE,---- -- --o.c--FULL IFHCHr._"_c_ _ H/ HV LOCK 4 or 25 WZ HV LOCK or 25 To GLASS (SEE SCHEDULE AT EACH MOLE(TYP) - - -__I- - - - - - -�-.-- ...---- -__ _ �. *___ _ __- ON-SHEET-11)_- 55 O GR 2^ 0 HVB OUT ® � HVC 10• 15 a^©+Qm Q+Qa HVA POURED CONCRETE OR /EXISTING GIl�55 CONCRETE BLOCK WALL ©+O7 1©a©+O+ 1 oRl ip+ son Sa .11 oa f REou ED 151®o6Q.®°®+©7 u 1 ------AL ---- -- - �EXl�snsc � 0 © O O n SYMMETRICAL * IN �`O7 `©�` 7O`® MIN. SEPARATION 8 - 8 art I s• 3 oa t s s `ExlsnN CENTERMATES 6 goat 8 a 8 • 7 GR TO GLASS rJ -_J GUSS 1 11 ©'O ©`O O 0 (SEE SCHEDULE ®�® a W/ HV LOCK (INTERNAL 8 6 aT 9+13 oR 19+ 5 ON SHEET 11) MIN.SEPARATION (INTERIOR) Q © © O O O TO GLASS I N ® -- (SEE SCHEDULE OPTIONAL ON SHEET E1) (INTERIOR) _—_------- _------ ---------- _ - - O U T - CONCRETE 1 ANCHORS 16•D.C. 3 VARIES OUT 6 1/2'MAX.SLACK OUT 3 * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11�111�11a:1 HrII11/IIIA 0 2015 EASTERN METAL SUPPLY, IN C. ... BERTHA H➢ TM c Accordion Shutter Sy stem ■ ■ ■ ■1LECO1Nc. H.V.BADE#1 W/OR W/O H.V.WINDOW BLADE l•. �,! *_ American Shutter Systems EV.1k DESCRIPTION DATE DRAWN BY: M.L. TICCIT TESTING & ENGINEERING COMPANY 6359 16W.J6N.Sl.,Ste.J0.5,NRCINIA GARDENS,GLOBIN 3316 Association, Inc. t OLD 11-182 4/13/15 DATE: 4/13/15 o'• STATE OF = 4268 Westroods Drive z DRAWING No Phone (305)871-1530.Fo.:(305)871-1531 p F�ORIgP•.�$`' e— 0:ulte,0 L"M West Palm Beach, FL 33407 3 5-085 I��IF`SS719 .01y.... �1 WALTER A. B 44167E 5 SHEET P.E. gY!>JA/�14iAi\'1�kE/DATE 6 8 OF 20 J' ALTERNATE INSTALLATION W HV "T" LOCK HV MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS W1I HV BLADE SEE END CONNECTION DETAILS ON SHEETS 1D k 10 �,,! INSTALLATION n HV BLADE OUT ! IN ;�E%6H"�PUSS fAApE4)swK DETAIL mw.wajuaw ON SHEET a, ��„/ HD CENTERMATES 1- o O 11 WELL AS URMRSHE T.)LAY BLADEED H I r N�-Hvb, I 6• 7 w 8•=1 O• 3 m u:DIDATEo ON THIS SHEET.Tar RE USED wms nmi ALTERIJA 1O•.Qw Q.:��,a 1�7;�m INST&LATION DETAIL WG SHOWN w THS SHEET. D?AILS ON SHEETS10d[ 18 I 0•6•04.o.@- - - . 2.�., {6063-T6 ALLU7)MON. AHeaE {z)1fa-a TACaet i sfb_ "'il •� _- .- ... -...=__. Y .. _..-. _- --- POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OURC"A CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WAW REQUIRED BLOCK WALL REQUIRED BLOCK WALL REpUIRED EXISTING GLASS EXISTING GLASS tic RETE ANGNOR E)OSNNG CLASS ,S 4 ® 15"D.C. — TY _ 2"MIN EXISTING GLASS 2'MIN. } —� LAN.SEPAAATIOFI 1 MN.SMAPATIO14 7O GASS's SCHEDULE ON(SEE SHE7:1' MIN.STJSNWT)ON I� l EO EQ 70 GLASS(SEE 11 FOR MADE(1)AND TO GLASS(SEE IAN.SEPATtAl10F7 SCHEDULE ON SHEE7 1/16"x3"MAX. ON SHEET 19 FOR SCHEatkE ON SHFEEf i TO GLASS(SEE it FDR BLADE RAND (6063-T6)CONT. BLADES &,Q1 ( II FOR BLADE 0AND SQ RDtA.E ON SFFEET -- (LOCATE AT/.mac ON SHEET 19 FOR ALUM.CLOSER 014 SHEET 19 FOR 11 FOR MADE DANB EITHER SIDE - Off'�kQ� PLATE(LOCATE 1/2" BLADES(D&( 1/ FOR OF 5�) AT EITHER SIDE- MIN �- _ _ ' Q (A MIM. 0) t •F USE OR " -'---__ .—-.-- A1Ox1/2"S.M.S._! I _ (As APPUCABLE)K2'x1/ - - --- - /B'xD._2. 1 ® 10"O.C. -- ^- _ -- —®_i 6.,_q.C. -. _ J L.—_-- ALUMINUM CLIP ANGLE -____ Y ---�/\ - _�_ (6063-T6 ALLOY)AT MIDHEICHT J 4 -- - ------ ...._... 4 _ti)=Atgxt/2-_s.M.s:Tqp&-- _ (2)1/4"0 TAP60NS ANCHORS TO 'S SEE DETAIL X TO WALL AT 1'O.C.(LOCATE AT . SIDE CONNECTION I OR Q EITHER SIDE OFQ) ( OR --- — --- - -i-'OR- ------.___ SEE DETAIL X FOR _1 OR TO TRACKS SIDE CONHF,CTION _ m®—6 @-(9)- 0• 3 a SEE DETAIL X FO Q. a 6•Om 8 10. �a a 6.7>6.., p.�3 w FO. m�� — _ SIDE_CONNEC'T10N__ _ °1�9-@'n7°A& t 0•'L•v°' �,3 TO TRACKS ,,4433 �1 /10•�a .®m©'c.7°'�m 10•®m©•,rla©.,t'aa ®"©'�©•c.7'm TO TRACKS 10+�e'C'l•®aF�'®m 0.0-0-@-0-6- D .0•10jaV©y- -6- �•Q'�Q�,a,Q}'�"®m v 6 •O7 .©a©.7O.�m TAI END CONNECTION DETAIL@ END CONNECTION DETAIL(4� D CONNECTION DETAIL END CONNECTION DETAIL 2 POURED CONCRETE OR 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 — REQUIRED GLASS 4 ----_-- IAN,SLYARARIX4 .._______-_--- TO MASS(SEE f3 16" .C. • .D�_—_—_ _________ SCHEDULE ON SHEET FAN.SEPARATION � i it FOR HADE(DmD CON C ETE 1/2"MIN. 10 GLASS(SEE _ _--- 6S OR$@ORQOR SCHEDULE ON SI'Itt7 ________ ON SHEET 19 FOR ANCHOR c 11 FOR BLADE OAND 1 OR OR 1 OR 1 CONCRETE E>LAOQ a&QAa 12.O.C. ' S ON SBEEr 19 FOR 4 ______ __—___ ANCHOR EO BLADES(DQ,fy� O.C. 1/2'MIN. ______ DR/�'�. 4" �j EO - - --- 6 OR�OR�OR 2 MIN' 2'MIN. i SEE UM AZ14S OF USE FOR VIEW Y 5 1 OR ( � BLADE ON SHEEF 19 @ Oft 1?J OR 1�OR 1�OR 1 OR POURED CONCRETE i OR PLAN DETAIL X �a®m©. 7Umg�aip.�a ©p1®at�•Qa® 10•®a CONCRETE EI OCK WALL—. ,CC�� 11 ��AA�� iq•�mp•pa{fl•pm END INSTALLATION RE UIREO` �"^�, 10•�L7'm L'J•4:J'"�;/'©a O ©•O•©a©•O•®a 1 HV BLADE OR HV WINDOW BLADE INTO.O'QQCD•C3•�a . CONCRETE OR CONCRETE BLOCK WALL. SND CONNECTION DETAIL O•@-@•pa1(�•�s-&0.END CONNECTION DETAIL d �® ®a®1� 1� FLORIDA BUILDING CODE(Non High Velocity Hurricane zone A;T�(�/J,�ry�� ©2015 EASTERN METAL SUPPLY,INC. ��cEN�''�`-;. � BERTHA-HVT. TM /TILIE C Q 4 Accordion Shutter System American Shutter Systems H.V.FBLADE .V #1 W/CR W/o IV.vlNMW BLADE TILLIT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTION DATE qBY- M.LSTATE OF Ot' 6355 N.W.36th.S1.,S1e.305.MRCMN G/J�ENSFU,R.331 Association, Inc. 1 OLD 11-192 a/13/16t , Phone:(305)871-1530.Fox:(305)671-1531 4268 Westroods Drive zCl' e—mm1:talo ol.com DNAL� ,�` ` WALTER 0.I— 'o.P.E West Palm Beach, FL 33407 iP.E. S"F CTf1q3 URE/DATE FLORIDA U..A 44167 5 SCHEDULE #J SCHEDULE2 SCHEDULE�3 MAXIMUM SHUTTER SPAN* "L+" OR "L—" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN'14-" • OT (ft.). FOR INSTALLATIONS W/ 1 ICA OR -L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INS TPLI ATI-�N IF_GENLt CENTERMATES. ®' &® or Qy or W INSTALLATIONS W/ OS N W SYMMETRICAL CENTERMATF CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or�or �E & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. L MAX.ALLOWABLE SPAN FOR HD LOCK ®W/ 140 LOCKING RODS or ONE HV LOCK or®or® OR W/ NO LOCKING WALL A. B. C. D, E. M, N. 0, P. O, AS.D. DESIGN PRESSURE RATWGp GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV 'T" W/ NO LOCKING RODS RODS MOU14TI14G F, K & L R, S. & V. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,ft) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t,tt SHEET 7) FLOOR/CEILING G. H. 1, 11. J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: CONCRETE&WOOD MOUNTING COIJCRETE&WOOD INSTALLATIONS V CONCRETE uaxaluu 1'^1g1A� INSi IATIONS .DESIGN & M GIVEN I POSITIVE A.S.D. DESIGN PRESSURE RATING, ns.a.OrscN _ Aor o TIE as.o.SURE- INSTALLATIONS DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. I'RESSORE WALL MOUNTING FLOOR CEIUNG PrRAr cC -WALL IAouNDNO - Pr+TING E._ / -- - - - GIVEN A NEGATIVE A.S.D.-DESIGN PRESSURE RATING, / RA11NC FLOOR CEIUNG MOUNTING-' pwi MOUNTING C. ((P.j) FLOOR/CEIUNG MOUNTING ((POR 7) FLOOR wALL MOl1NI1N0 OR DETERMINE MAXIMUM SPMI -L-'FROM SCHEDULE. ('OR-) CS MAXIMUM SHUTTER SPAM "L+'OR "L-"FOR L-(a) L+ (9) L-(8) L+ (6) L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE -� - 30 OR..LES I6'-0" 16'-0'_ 16'-0"--16'=0"- ---30—'16'=0"--16'-0"- - -�30— -16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 161-0 -- -105--psf:AS.D-DESIG_N-PRESSURE-RATING.--•----_--- _A!INIMUM..DETERMINED_SPAN B_EFWEEN "L+"AND "L- 35 _ 14'-10' 14'-10" 15'-2- 16'-0' - 35 14'-10" 14'-10" 35 -75'=2' --- k_:170 13'-10' 13'-10" 14'-2' 15'-2" 40 13'-10" 13'-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE LM114UM SPAN FOR 13'-1" 13'-I' 13'-4' 14'-3" 45 13'-1" 13'-1" 45 13'-4" 14'-3" f HV CORNER CENTERMATE#3 MAY BE USED AT AL. COMBINATIONS IN BETWEEN WALL MOUNTINGS 12'-5' 12'-5' 12'-8' 13'-7' S0 12'-5' 12'-5" 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION 82 -- --" -55—-F1e-10=-11'-1D7 _- 55--_11_711=1 LFOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE I1'-4 1I'- I12- 60 I1'-4" 1Y-h' 60 10'-2' 10'-11 -NOTE-#5-SHEET-5. -- -RATING:-DETERMINE: 10-10" 1 -10" II-111'-11' 65 10'-10" 10'-10' 65 9'-5" 10'-1" L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 10'-610-610-9I i-570 10'-6' to'-6" 70 8'-9' 9-4' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 10'-1" 10--l- -TO-4' 11'-1' 75 10'-1' 10'-1' 75 - 0-9. tf EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+"OR INSTALLATIONS. 80 W-10" W-10" 10'-0' 10'-9" 80 9'-10' 9'-10' 'L-'AND MAXIMUM ASD.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-6' -I 85 9'-6' 9'-6' 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: DErERM.tNE: 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' W-9" W-2' W-10' 95 9'-0' e'-9" LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE Lz-= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9" 8'-4' 9'-0' 9'-7' 100 8'-9" 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11' e'-9' 9'-4' 105 8'-7" 7'-11' 19'-2' 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 10 8'-4" 7'-7' 8'-7' MINIMUM BETWEEN 11+', "L2+; "L1 AND 115 8"-2" 7•-3- 8•-4 W-11' 115 B'-2' 7'-3- SEPARATION TO GLASS SCHEDULE 120 8'-0' 6'-11' 8'-2' 8'-9" 120 8'-0" 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8" 0'-0" 8'-5' 125 7'-10" W-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-1D' 8'-1' 130 7'-8" V-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING. 135 7'-7' 6'-Z" 7'-9' 7'-9' 135 7'-7' 6'-z• SEPARATION 140 7'-5' S'-11' 7'-7" 7'-6' 140 7'-5' 5'-1 I' ASTM E-1996 TO GLASS 145 7'-3' 5'-9" 7'-5" 7'-3" 145 7'-3' 5'-9' 150 7'-2" 5'-7' 1 7'-4" 7'-0' 150 7'-2" 57" 155 71-0" 5'-5' 7'-2" 6'-9" 155 7'-0' 5'-5" 1 THRU 3 1" 160 W-11" 5'-2" 7'-1' 6'-7" 160 6'-11" 5'-2" 165 6'-10" 5'-1- 7'-0- 6'-4" 165 V-10" 5'-1' 170 6'-9' 4'-it' 6'-11" 6'-2' 170 W-9' V-11' 175 6'-7' 4'-9" 6'-9" 6'-O" 175 6'-7' 4'-9' 180 6'-6' 4'-8' 6'-8' 5'-10' 180 6'-6" 4'-8" O HV BLADE 185 6'-5' 4'-6' 6'-7" 5'-8' 185 6"-5" 4'-6" 190 6'-4' 4'-5" 6'-6' S'-6' 190 6'-4' 4'-5' 195 6'-3' 4'-3" 6'-5' S'-5" 195 6'-3" 4'-3" 200 6'-2' 4'-2' 6'-4" 5'-3' 200 6'-2' zo5 6'-1' 4'-1" 6'-3" 5'-1" 205 6'-1• 4'-1' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. TIQ13ERTHA HVTM Accordion Shutter System -- E C ® 1 a c. r ■ e ■ H v. ADEM w/oR w/o H v. WINDOW MADE N� American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY:MMXY. LG. TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 OATS 4/13/15 !l 6355 N.W.351h.SL,St,.305,N A GARDENS.FLORUA 3316 4As dation. Drive z Phona (705)871-1530.Ter (305)871-1531 DRAWING NO z Z P-M.11:tilt..O.l.— West Palm Beach, FL 33407 3 15 WALTER —085 D ..FCORt�P 'a�IEB-0006719 , R A 71LLIT Jr.P.C. RFs. �\ FLORIDA Llc.#44167 5 SHEET e f?E, �9ZA(��1GX/DATE 6 11 OF 20 n • NINE 121111®©cooaWin HIM aoaao©oaooa000a0000000000aa000®0000 �000caoav��®cae®®®oa�aacaaaaaaa®aaa©aaaaaaaaaaaaaaaaaa Ronococ®ov®121111©©®ea®vaooaeeaaooaaoDaaeaaa®aaeaaaoaa eooco00acccaIllegal®21ooccAAca©Aoo®©ccoocAaa®©112211111 . soococccccc eccoaccoaoc®oocaaoa0000®Avec®cceoacaco®ole®1 r=r ec ccc�cc. coaccccc2cccacececo®coca®caoaccaac©cAcecAc� -� BocccocooccocccccccoocccaccooccocccccocccacccccececcAacec - 2cooccoocccccccocccco2coccc2cccoecNW2oc2 ocaoaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa �0000Acin No caa®aaaaaaaanaaaoaoaaaaa®nooaaaaoaaaaaa� BCCCGDODo®2a®m989111�1112111111111111111111111111111111111 ®111MINIAo211119 M111a1a11oa1oa1111a11111a1111 8110 a99s9®9 all DC9®80®©ll-Is A1111111111111111111®1111 ,R 999B99B8999E93B9999909AAA8BC®9D®©9��A9�B1111111111111111 0999®®9989®9998®®®B8®®®A9BAABA9C®AB08AAA®Da0BB0aaaaaaaa 9�9®998E9®9999®BBBB9998�9�B999AI8999�B909I'9LU 19. ' aoDaaaaaMEN=a®aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa® 0�1®1111111111111111a111111111111111111aaa11ao11111111 �000000A©1111 a�111o11111a11111111111111111111111111111 B00000MIe� � 0oo111©1111111111111111111111111111111111 coocon:–.IM=ec®oto©11E111a111a11a111o111®111a11111 . 0998B99B9B9BAABB9999B098ABA9©1D©1a©111c11a111111a11a111a1 - =899®9®999999999999999990BH999ABC9AB099899�800911111111 9H®899®99QM9999999®9999®99989A®9900999®90909E . Noll=lAAaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa®aaaaaaaa �ommoom000Ac0000aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa 000000000000e211aa111aaa111aaaaallaaaaa1111111 Baamong omom oall oc0000000c®oc00011a1a11a1aaaaaallaaaaaaa 0111 .. B989B999999999999999B9BB99BB999BBB99B99991111111111111111 B9® 99999989999989999®9989989999989999999999999911111111 - �90999909900090BB00B090009908999999999099999099099098 eo��oDAA1A11aa®aaaaaaaaaaaaaaaaaaaaaaaana®aaanaaaa .�ooD0000Do�®aa000aaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa • - :BC9GD9900099CCDOCBA aaoollaaa111aaaalaaaaaaoaaaalaalaala • - �Bc�o�0000�oo�0000®®e2®®©©aaaoaaaa®aaalaaaaallaaa _ - - eor�0000000000�00000000�000�oaaaaaaaaaaaaaaaaaaaaaaaa - 0999999999B99B9999B99999998989999B9B899OB111aa1111111111a 699999999998999999999999999989999999999998999999911111111 -80999®99F�899998999®9989998999999989999999B99B999999999999 - -�oaa®aaaaaaaaaaaaa®aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa goon —Maco11111111o11a111111111111111111111111no11111 milli gill � . . .. . .. .e000�00000coococ�®®®®�ac10®®a©111111111111111111111111 - Bo 0000a�000c00000c000�c�o©©v®111111111111111111111111 -A999998 899900®9®9®B999A999BB9999AA0A®0008A®®D©1111111111111111 9�99�80®899809989989®09999888999999999999®989®919 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES e c n DESIGN NFGATM PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE DLO K INSTAL I AT70NS (SEE MOUNTINGS I-G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL DE AS FOLLOWS: P'OURE'D CONCRIEWGONCPETE HOCK TOURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.Fc ksi) 11AIOMUM QE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.DUILDEX. (Mn.Fc 3 ksi) SPANAN•HORS SPACING I FGEND - 1/4"0 x 3/4'ALL POINTS SOUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.rc 3 ksi) DESIGN(N) 45.D.DESIGN HETAf1VE PRESSME MFH-GW kS.O.DESCH NEG4INE FRSSUlE IUTDIG(MITA.S.D.DESIGN NEGATIVE FIBSSIRE RATING W) - 1/4"0 DLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED DY FLORIDA FASTENERS DIRECT,INC_(Min. f'c-2 ksi) 30 140 160 175 190 120 160 205JO 40 60 75 90 120 160 205 3a 40 60 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY TAPCON WITH AOVAHCED COMPANY OR ANY OTHER APPROVED UCE14SFD OR AUTHORIZED VENDOR REGISTERED WITH TETE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. _ 14 12 10 9 8 B 6 5.5 14 12 10 9 0 B t 74 72 10 9 B 8 6 6 THREADFORM TECHNOLOGY _ 3-0 14 12 10 9 8 8 6 6 l4 12 10 9 8 8 14 12 10 9 0 8 6 6 (Min. f c - 3 ksI) ALL POINTS SOUO-SET OR LESS 14 12 10 9 8 B 6 6 14 12 10 9 8 0 14 12 f0 9 0 8 6 5 BLUE TAP'lV/CAP NOTES: 14 12 10 s 8 8 6 7 14 12 l0 9 8 0 14 12 f0 9 6 8 6 6 A1) MINIMUM EIADEDMEM INTO POURED CONCRETE OF TAPCON OR TAPCON WOH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPP'JE+ 14 12 10 B B 7 55 3.5 to 12 ,0, 9 8 6 14 12 10 o s 0 6 5 TAPPER+ ANC14ORS 15 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 14. 12. 10 9 8 8 6 5 14 12 10 9 8 8 1M1 12 10 9 8 N 6 5.5 - - 14 12 10 9 B B 5 4 1a ,2 l0 9 B B a 12 10 9 8 6 4 3S A.2)'MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS-SOUD-SET ANCHORS SHALL BE 7/8'INTO THE-POURED CONCRETE.NO EMBEDMENT 14 12 70 9 B D 6 4.5 14 12 10 9 a a 14 12 10 9 8 8 6 45 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 ♦SEE UN ATIONS O<USE FOR 14 12 10 s 75 5.5 3.5 - ISI 12 fo s o a 14 12 10 9 B 7 55 4 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 B 8 6 6 14 12 10 9 0 B 14 ,2 10 9 B 8 6 4.5 SEE IA ON SHEET I9 - -- - _ __A3)-IN CASE.THAT_PRECAST-STONE.-PRECAST-CONCRETE-PANELS,_PAVERS OR AN_Y VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. -- 14 12 10--9 0-':7 -4 14'"12"'10--9'-8- fi5, 5-3.5''19=-12- 10- 8-6.5 -5-3S--J---- -- - ---- 14 12 t0 9 B 75 4.5 - 14 12- z 9' 8 8 6 4.5 tt 12 10 9 B 6-4:5 .75 -- - ANCHORS SHALL DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.-ANCHORAGE-SIiALL-BE-AS'INDICATED-ON-_ -- 14 12 9.5 7.5 55 4.5 - - 14 12 10 9 s 75 55 4 14 12 to 9 B 6 45 35 NOTES Al)&A.2)ABOVE.FOR INSTALLATIONS ON'VINYL SIDING OR OFS WITH OR W(IHOUT METAL STUDS CONSULT THIS ENGINEER.FOR - 6 14 12 10 9 8 14 - - 14 12 9 s 8 6 5 14 12 10 9 8 6.51-5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 - 14 12 1D 0.5 7 55 4 3 14 12 8 6.5 5.5 4 3 - 14 12 10 9 B - 14 12 10 9 e BS 5 7.75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14. 12 8 6.5 SS - 14 12 10 9 8 6-5 45 35 14 12 10 0 7 5 4 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY 1•T-W.BURDEC. 14 12 10 9 B - 14 t2 t0 9 e 7 5 4 ,4 12 10 -9 75"i__5 -4--,---- - -- -- 1/_4"0_x•3/_4'ALL POINTS_SOUD=SET-ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.80LT& SPECIALTY COMPANY. 7-0" 14 12 10 0 6.5 - 14 12 9 7.5 6 45 3.5 - 14 ,OS 7 5.5 4.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,-INC - 14 12 t0 B.5 7 - 14 12 1 . 7.5 SS 4 - 14 12 9 . - Ls - - - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED 9Y ALL POINTS SCREW, BOLT&SPECIALTY 4.5 COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 4.5 14 12 1 9 7.5 55 4 14 12 9 7 6 45 3 14 12 10 9 8 - 14 12 9 e 1 5 4 - 14 12 10 8 6.5 5 3.5 - NOTES: 14 1285 7 5.5 3 - - 14 72 8 5.5 5-51 4 3 - 125 95 5 5 4 3 - - 0.7) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 95 75 814 t2 9.5 0 65 5 14 /2 B 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 95 6.51 5 13S - - - 1412 10 8 6.5 5 - - 14 12 8 6.5 5 4 - - 9._D. 14 f2 10 9 8 - - - 14 12 fo 9 75 4.5 - - to 12 8.5 7 5.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO T4_ILS 75 s 4 - 1'4 '1t 7 55 5 3.5 - - 11 8 5.5 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"IANC MINIMUM SHOULD STUCCO 14 12 B 6.5 4.5 - - 14 ,2 8.5 7 5.5 4 - 14 IPS 7 5.5 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IIS 8.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 45 3.5 - 10'-0' 14 12 10 9 7.5 - - - f4 t2 10 B'65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, I 4 ,D.S 7 5 3.5 - - t3 9.5 DS 5 4 3 t0 75 5 4 3 - - - ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1 &B.2 ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7S 5.5 - - - - 14 11.5 9 6 5 4 - - 12.5 95 6 5 4 4 - - ) ) OS 8 5 - 14 12 8 6.5 13 10 65 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11,-0" 14 12 10 - - - - - 14 12 9 7 1 6 4.5 - - 14 10.51 7 155 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 125 95 5 12 9 6 SIS 4 3 9 7 45 3.5 7 - - - 14 10 7 - - - - - 14 TOS 7 55 45 - - - IIS 8.5 5S 45 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 ,7S 7.5 s 5 - - - 12 9 6 SIS 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12•-0• 14 12 10 - - - - - 14 12 8 6.5 5.5 - - 13 10 6.5 5 4 - - - 115 8.5 4.5 - 11 B 5S 4 3.5 - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS MAN THE INDICATED,REDUCE ANCHOR SPACING 135 9.5 6 - - - - - 13 95 6S 5 4 - - - 0.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 8.5 - - 14 9.5 . 55 4.5 - - ,1 8.5 5.5 44 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ib 12 - - - - - -114 111.517.5 6 5 - - - 12 9 fi 4.5 4 FACTOR 13,-D" 5 TOS 8 - - - - - - 10 75 5 4 3 - - - 75 55 4 3 - - - - ACTUAL 2S a - - - =-7- - 12 9 95 7 5 4 - - - - TAPCON WITH ADVANCED TAPPER + EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SE7 BLUE TAP W/CAP MIN.SPACING 8 6 _ _ _ _ _ - „ 9.5 6S 5 - - - - 10.5 7S 5 4 - - - - 'I HV BLADE OR DICTANCE 14'-O' 14 12 - - - 14 ,0.5 7 55 - - - - 11 85 5.5 4.5 - - - - ED. MIN.SPACING =3" MIN.SPACING=3" MIN.SPACING=3 1/2" MIN.SPACING = 3' 3 3/4' 4• 70 7S - - - - - - 9 7 4.5 7.5 - - - - 7 5 3.6 3 - - - - HV BLADE W P UR HETE BLOCK �� E DaNa 1E am POURED CONETE CRETK& CONCRETE BLOCKD CONCREIE&� E cotcFETE HPO( ILS 0 - - 1, B 5.5 9 65 4.5 - - - - - HV WINDOW MK ED.-3' NK EO=3 t/2" ME F11.•2 I/2' HN FD.•3 1 LEN FA•3" MN FJle}t/2'MN E0.=2 1/2' 7.5 - - - - - - - 12 9 6 -- - - - - 9S 7 4.5 - - - - - 3• 1.0 0.90 1.0 0.78 1.0 O.B4 1'0 1$•-O• 14 _ _ _ _ _ _ _ 13.5 10 6.5 - - - - - 10.5 8 5 - - - - - BLADE WORKING 2 1/z• - o.s1 1.0 - - D.B7 1.0 y _ _ _ _ _ _ _ 8.5 65 4 - - - - - 6.5 5 3 - - - - - IN UNISON A _ _ _ _ _ To- - - 10.5 8 5 - 85 6 4 - - - - 2• 0.71 0.51 7 - - - - - - 11.5 8.5 5.5 - _ - _ 9 65 4.5 - - - - 1 3/4• - 0.91 - _ - 0.43 - 14 - - - - - - - 12.5 9.5 s - - - - to 75 5 - _ _ - 7 1/2• 0.35 - - - - 0• 6 4 - - 6 SIS 3 - g5 - - 9.5 7 5 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone o�•��E�P:TIL(/T% ©2015 EASTERN METAL SUPPLY,INC. Q\•'' GENSF BERTHA HVT, L E C ® �N Ae,S,S■�� Accordion Shutter System KV.MADE#1 W/OR W/O PLV.YAPDON Ta AIX /J - Shutter Systems EV_N DESCRIPTION DATE DRAWN BY. u.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 6355 N.W.3RI,It,Ste.3E11,VSGINI GARDENS,R MDA 1116 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO ��.fP.E. Q'•..,, OR ```G\ e-mail:Blte-0,01-M West Palm Beach, FL 33407 3 ' EB-0006719 4 15-085 SION 0-/SEPAL NATURE/DATE WALTER u aa,s7E 6 SHEET 13 OF 20 4 . 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DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). !E�; U B -`:3-F DATE SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G=0.55, FIR NORTH FlR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DOUGLAS 0 W/ W/ MIN. G=0.43 W MIN. G=0.36 MAxn+uN STAN(1t) WALL MOUNTINGS CEILING MOUNT T WALL MOUMINGS 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- 'FALL,MOUNTINGS 13.0.WALL.MOUNTINGS B.O.WALL.MOUNTINGS B.O. WALL MOUNTINGS _ W & X W & X W & X P &'0 S &V S &V `S&V ®9 WME RS K RADC(A UD.Fn KWK REM RM&(A a6.-M.1wN®FE R.(d)kM 8501 IEGAM DSSSE GRIL(p4 ASD.D1 PMWf RdWX ROG(pi]kM[1901 NrXbf I'ISM R%5 U4 1..0931 IiUTN R4IDAI GE6 M ISA DW RO:NIE PffMff MING(d)U¢10.T N.WM 1-M RYTIG(d)L1'¢IE901 KWIC RUNE RQC M -- - - �-__w _-_ T___ ___-_ _ - 30-40 60 75 90 OS 30 -00 b0 75-9'0 105 30 40 ED 75 90 105 30--40-1-60 1;5_190-[105130-40--60175-190- OS 30-%70 -50 75-'90' Os 30-40'-60 75'90- O5 30 14D 75-90-1051 30- OS - -0"OR LES 12 10 11019 8 B 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 fi 6 12 10 10 9 B 8 6 6 6 6 6 6 6 5 h 4 4 3 12 4'-0" 12 10 10 9 8 8 6 6 6 6 B 6 12 10 10 9 8 8 6 6 6 6 6 6 12 t0 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1212 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 B 6 6 6 6 5 5 12 10 IO 9 B 7 66 6 6 G 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.56'-0" 12 10 10 9 8 fi.5 6 6 6 6 5.5 4.5 12 10 10 9 B 5 6 6 6 .5 5 M1.5 12 10 10 9 6 3.5 6 6 6 fi 5 M1.5 6 5 M1 M1 3.5 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.512_10 10 9_6.5 4 6 6 6 _5 4,5 4 12 10 10 9 5 3 G 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 fi S 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 10.-12 72 12 0.5 8.5 7.58'-0' 12 10 10 7.5 4.5 3 G 6 6 5 4 3.5 12 10 1O 6 J.5 6 6 5 .5 3.5 3 12 1 D 10 4 6 6 5 .5 3.5 3 6 5 4 - _ - 12 12 12 12 12 12 12 12 11 9.5 12-12-1:5-9-7:B 6:S9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- 12 12 12 10._12 12 12 11. 9.5 8.5 12 12 10 8 6.5 5.51 D'-0" 12 10 7.5.4 - 6 6 5 4 3 12 10 6 3 - - 6 6 4 .5 3 12 10 3 - - 6 6 4 .5 3 - 6 5 - - - - 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - I- E12 12 12 12 10 B.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - 6 5 3.5- - 12 10 - - - 6 5 3.5- - - 6 5 - - 12 12 1.59.5 8 12 12 it 8.5 7 6 12 1.57.5 6 5 412 10 - - fi 6 - - - - 12 10 - - - 6 4.5 - - - - 12 7.5 - - - - 6 M1.5 - - - - 6 4-5 - - 12 12 10. 8.5 7.5 12 12 10 a 6.5 5.5 12 0.5 7 5.5 4.5 414-0" 12 10 - - - - 6 5.5 - - - _12 7 - - 5.5 M1.5 - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - 12 12 9.5 8 6 12 12 9.5 7.5 6 4S 12 9.5 6.5 5 4 3IS'-0" 12 - - - - - 6 - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 412 - 6 - 12 - - 5 - - - - 1.5- - - - - 5 - - - - 6 - - - 12 10. 8.5 6.5 h 12 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5 - 1 HV BLADE OR n HV BLADE W/ l�A HV WINDOW BLADE WORKING IN UNISON® ♦SEE UMRATIONS OF USE FOR .16 Io ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55 N.D.S)- 1/4"o TAPCON ANCHORS,AS MANUFACTURED EreLT,W.eLG DEX W/MINIMUM FOABEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) -MIN. 1/2"CDX 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 NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAMONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BE HA HVTM Accordion Shutter System" �®L +G q © ® 0 H.V.BADE#1 W/OR W/O H.V. WINDUN RADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Lv,x DESCRIPIION DATE DRAWN BY: M-L Je A A j 67 6355 N.W.36th.SL,Me.xis,MKINN WIDWS,FLORmn 3316 ASSOCTatiOnr Inc. I OLE) 11-192 413/15 DATE 4/13/15 44 _ Phone (305)871-1530.Fex:(305)871-1531 4268 Westroods Drive 2 DRAWING No * - amoll:tilt eceoee1-M West Palm Beach, FL 33407 3 Ib15-085-0006719 4 TE OF :k= WALTER A TILLR Jr.P.E. � p :4AC FLORIDA u..8 14167SH G 5�OF 20 f INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV _& HV..i BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(ft ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & j 1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4`0 TAPCON OR i.'' W/ 1 1/2"Min.PENETRATION TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2"Min. PENETRATION OF THREADED AREA 70 EXISTING I MIN.SEPARATION I !. I I I OR EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I TO GLASS(SEE I� (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4"S.S. MACHINESCHEDULE ON SHEET x SCREWS W/ 1/4"-20 NUTS I—11 FOR RADE®A'ID—I C% 0 12"O.C. I ON SHEET 19 FOR J 11 - I2_OR�o , 1'-Min. _ EXISTING I BLADES O&..�/ t11 111 �EQ EO - GLASS--i t g ,I N I WALL ivz —QoR1S N FINISH _ - _- -- - ) . = l_OPTIONAL EXISTING MIN. I I FINISH I(RII['1�T�I']']IIi o 12 OR� 2'x4"WOOD _ __ I -_IXISTING MIN. Lj R D W HEADEREQUIREI I 2"xM1"WOOD II{{UUIIF{lllli# —1%4•'D TAPCON-OR-TAPCON-WITH ADVANCED-— I HEADER REQUIRED I THREADFORM TECHNOLOGY W/1 1/2• EXISTING I MN.SEPARATION I I I I I 1 Min. PENETRATION OF THREADED AREA TO GLASS---I TO CLAS(SEE I I I EXISTING WOOD HEADER. 9 LAIN.SEPARATION TO GLASS -IEI FOR BL DE mMO I I EXISTING II—(SEE SCHEDULE ON SHEET 11) I I I (SEE SCHEDULE ON SHEET 15) I ON SFffEr 19 FOR GLASSI 1 2'x4"CONT.SILL I BLADES(D&0 PLATE REO'0. ( WALL HEADER INSTALLATION OO HV WALL SILL INSTAL 0 HV MO HV WALL HEADER INSTALLATION I MIN.SEPARATION TO GLASS 1 IXISTING I MIN.SEPARATION TO GLASS I t I gd�—(SEE SCHEDULE ON SHEET 11) GLASS I' I IXISTING (SEE SCHEDULE ON SHEET 11) II O EXISTING I " MIN.SEPARATION TO GLASS I GLASS I x GLASS-1 2"x4"CONT-g(SEE SCHEDULE ON SHEET 11) I It i I,.�j I L f t W. PLATE.dI I p ([Nj�i7 1/4'0-2023/4"S.S. REQ'D. " I I MACHINE SCREWS I 1/4'0-20x3/4"S.S. I USING 1/4"-20 NUTS MACHINE SCR11 EWSI� I ® 12"O.C. WALL I \ 1/4"-20 NUTS 0 12 I I I 7 FINISH I I I O.C. 1 OR ® >< ORO 1 OR 1® 1 oR 15 1 2"z4"CONT. WOOD PLATE I 1 p I I'Min. REO'D. N 1'Min. - I 1/4"0 TAPCON OR TAPCON WITH ADVANCED J OR� I Z 1 THREADFORM TECHNOLOGY W/1 1/2" 2'x4'CONT. Min PENETRATION OF THREADED AREA TO 1/4"0 TAPCON OR TAPCON WITH ADVANCED _ SILL PLATE EXISTING 14000 HEADER. _ THREADFORM TECHNOLOGY W 1/2" 1/4.0 TAPCON OR )�QTE: REO D. (SEF SCHEDULE ON SHEET 15) / T'APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL Min. PENETRATION OF THREADED AREA INTO PLYWOOD ThiRFADFORM TECHNOLOGY SHUTTER ASSEMBLY. - WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4" 1/2'MIN.CO� 2- MOUNTING 0 16"O.C.MAX. PLYWOOD REO'D. 7HRE!ED AREA INTO PLYWOOD 2'Min. PENETRATION OF 2 COMBINIED N ANYNWAY To 1/2"MIN.COX PLYWOOD REQ'D. REO'D.PLYWOOD TO BE WALL FINIS SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION IST1N0 MIN.2'x4"STUDS® 16'O.C.MAX.REQ'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) 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 INSTALLATION ♦SEE LIM�(ATIONS OF U6 OF ©HV WALL SILL INSTAL�.ATION F.B.C. BLADE lA ON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. �,IjIA.171((%j''. BERTHA HVTM E C ® Im ,S®S.A� Accordion Shutter System H.v. R-ADE#1 w/OR w/o Kv NDO`N BADE AreA j/ : _ American Shutter Systems EV.N DESCRIP ION DATE DRAWN B4: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 055 N.W.36th.St..St..Cos,mRGINK GMDENS.Flagon 3316 4268 Westroads Drive 2 APhone (305)871-1530.Fax:(305)871-1531 _ GRAWING NO �•, Llll..e®eol.cum West Palm Beach, FL 33407 3 —085 %mac•.FCORIOP .'��.�' EB-0006719 4 15 WALTERA.TIL IT Jr.P.E � FLORIDA u..y 44167 5 SHEET DAT[1 6 16 OF 20 nw y _INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR (D HV & 1g HV# BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME(1)ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & IIA WORKING IN UNISON J 1/4'0 TAPCON OR 4'x8'(Min.)EXISTING EQ EQ:::[-2-MIN. y r TAPCON WITH ADVANCED I EDGE(IF APPLICABLE) 1) THREPDFORM TECHNOLOGY WOOD BFJJ.1 REOUIREO. — W/ 1 1/2-Min.PENETRATION 1/4"0-20.3/4'S.S. STRUCTURAL ADEQUACY OF THREADED AREA TO _ OF EXISTING WOOD BEAM EXISTING WOOD HEADER. 1 PHIWPS TRUSS HEAD 70 BE CERTIFIED BY EXISTING WOOD MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR (SEE SCHEDULE ON SHEET 15) I W/1/4'-20 NUTS ARCHITECT PRIOR TO EO - EO EQ�M E _I O 1Z-O.C. SHUTTER INSTALLATION. 1/2' _1/27 RAFTER®24" aY 1 X! I 19 O.C. REQUIRED 1/4.0 TAPCON OR / EXISTING SOFFIT —QoR 15 TAPCON WITH ADVANCED 2571 T READ O _ - ____-^_—�— 3/4"Mox THK -` H F RI.1 TECHNOLOGY _ - - _ W/ 1 1/2 Mm.-PENETRATIQN-? - 14x3/4" Eq EO ` - 1'X4'37/9'-CONT:ALUM.-TUBE- ED av E ! I I EXISTINOF G WOOD HEATER. Fr/ EED AREA TOq S.M.S. r '( 3LAG SCREWS 70 OPTIONAL a 6"O.C. I (3)5/16'0 . I I (SEE SCHEDULE ON SHEET 15) 1 or 1©or 1S EACH RAFTER OR TRUSS. f Ol Or Q or 15 I LOCATE LAG SCREWS AT •,... I I MIDWIDTH OF EXISTING WOOD • I 1 - i_ MEMBER. (2"Min. NOMINAL •M1EXISTING-MIN-2'x4" 1. _ EXISTING--041 HEADER REO'p I OPEN-HOLE-AT-EACH- —WIDTH)-W/-2=Min. GLASS pi MIN.SEPARATION TO GLASS 1 STUD TO ACCEPT PENETRATION OF THREADED p (SEE SCHEDULE ON SHEET 11) EXISTING i 5/16'0 LAG SCREW 1 AREA.VALID FOR r I AT CENTER OF TUBE. i INSTALLATIONS WITH 72ps1 1- Ivan MAX.A.S.D. DESIGN LOAD AND t 10 aas(SEE i I I 'n GLASS-1 To ens(sEE I INSTALLATIONOSIS SPAN. VIWD �S HV WALL HEADER INSTALLATION �s�EEm r I x G„SST 1 I I FOR WOOD W/MIN.SPECIFIC I w SHEET I9 FOR I I 1D OR � -ExIST1N1 ION y�Is r�ai'D GRAVITY OF 0.50 AS DOUGLAS NOTE;: BIA06 p k® I qAM I I 1 OR FIR OR SOUTHERN PINE No.2. I-SEE SHEET 4 FOR TYPICAL SHUTTER ASOR EQUAL ASSEMBLY 2-MOUNTING SEC71ONS CAN BE COMBINED OT HV CEILING INSTALLATION U. HV CEILING INSTALLATION IN ANY WAY TO SUR ANN'INSTALLATION. Mui grouse, p SEP MIN. SEPARATION TO GLASS "1 I7� [!DE((g7�PN0 I { I TO GGLLASSTION I I 1 SHEET 11) EXISTING — (SEE SCHEDULE ON [ CLASS\ II a,SHEET 19 FOR (DEE SCHEDULE n/L EXISTING (D i ON SHEET 11) 1 Gvss 0 {{ Il 1 1 I f ALTERNAT 111 ANCHOR I EXISTING I 8 1 1 WALL LOCATION 1 ( FINISH I I i 1/4• I })70X3/4'HEX S—I I 2"xK MIN.WOOD Max ©+ 7 s/e uIIL WASHER HEAD TEK DECK REQUIRED 13 OR 2'x6'MIN.WOOD I SCREWS 0 12'o.c I (NO FINISH ALLOWED) DECK REQUIRED(1J0 o FINISH ALLOWED) m E OF DECK 19 EDGE OF DECK 1 2 DECK IF �APPUCABLE a q IF APPUCA13LE E0- APPUCABLE 1/4'0-20x3/4'S.S. -- — 1/4'0 TAPCON OR 1' PHILLIPS TRUSS HEAD �2'-MIN. Min. 1 4"0 TAPCON OR TAPCON WITH ADVANCED TAPCON WITH ADVANCED MACHINE SCREWS - / 2'X4'CONT. TIiREAOFORM TECHNOLOGY W/ I/4'-20 NUTS THREADFORM TECHNOLOGY W/ 1 1/2'Min. 2'MIN. SILL PLATE - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORtA 2"MIN.-- pCNETRATION OF TIiREADED W/1 1/2'Min.PENETRATION ® 12'O.C. TECHNOLOGY W/1 1/2' Min. PENETRATION OF THREADED REQ'0. OF THREADED AREA TO AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIMITATIONS OF USE FOR (J)HV WALK—OVER INSTALLATION OV HV 'WALL SILL INSTALLATION BLADE IA ON SH 19WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone P, r/C.' i ©2015 EASTERN METAL SUPPLY, INC. \\CENS, BERTHA HVTM - /� Accordion Shutter System b 61 N c. AwSmISAIIIIIIII H.V. MADE#1 W/OR W/0 H.V.VdNDOIN BLADE *= American Shutter Systems EY• -fl � TILLIT TESTING & ENGINEERING COMPANY DESCRIPTION DATE BRAWN BY: M.L. z 9'• UUUF 2 fiJ55 N.W.JfiN.St..St..J05.NRGMLI GWUENS•FLORIDA J316 Association, Inc. I OLD 11-192 4/13/15 DATE. 4/13/Is Phone (305)871-1530.Fa :(305)871-1531 4268 Westroads Drive z DRAWING No FS;•. '�� e oil:Bllceo600l.— West Palm Beach, FL 33407 - 3 15-085 �Y S G'\ EB-0006719 4 I�,NAL EN11�xx` WELTER A.Ic J,P.E.67 5 SHEET P.E. SEALVAYURE/DATE 6 17 OF 20 f END INSTALLATIONS HV BLADE OR 1A WINDOW BLADE INTO 2"X4" MIN. WOOD STUDS 21w WN.WOOD SMUS RED.. 211*NLN,WOOD "DUO M.S. MOS RED'D. (AS, A/,'/Z- S=S. WNA K�_R00 N f CAS Svos m /Mw. ExIm.ci.Ass I/ -1"0" Owl mv. CLASS D=eIe G,S mm-LUSS_z_ w STrxamat KYW)10 SC`041: S`EEI 4==. - -__ —�.w— - - - /r 11 MADE IDAND 1,FOR 'OUASS _wk ED �.?�S!(SEE 19 1-0 16,VmI 4�1/2'-1 CO. w krr 11 FOR Eew�sEEr, P, g Rf TRIOL Oh© ADC RW 8,,OC(D— PIATE.,R-OCATE 2/2- UI vw 19 m SKEEr 11 AT E"Hm A, DNxs(1) ID.(2) jN.I/1• s'.'s. V 4 4t2)1/11 I—urowRs 1. 4 WA1.1,o 1 OR SEE OVAL X FO OR_E WirE SIDE C-E" I OR STE DEIAL X FOR I OR To Tw SEE Or.L ,FOR SIDED"Cr.M X FWDN E,' , " @-G To Moz TO Tp�s G-0.0-6 SIDE oem 00 2 .0-0-0.0-0- -END MNNECDQN DETAIL(Z) END CONNECTION DETAIL(9) DETAI END CONNECTION DETAIL cosm. 2'.1;X..WOOD s fitoo w/of 1/2- sm IDIVIATIm 127 IaAsS DSEE UM17ATIONS OF USE FOR MArku a,9a' 4 11Dj1 BLADE(9 ON SHEET 19 'I'DI,E OI DRe.wo.v 5 RIDES a).0 Qi SICE'..NX, ORDmom (D 4 4 OR 6 _®wom @..@.R(qm@ VIEW PLAN DETAIL ENDCONNECTION DETAIL (0) END CONNECTION DETAIL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' -1,IER - rk A ell 0 2015 EASTERN METAL SUPPLY, INC. z BERTHA HV_ 1711 Am Accordion Shutter System _T-co ,,.. TIL E 11A A,S,S 21 H.V.MADE#1 Wee OR W10 H.V.WMDN RADE Systems E TILLIT TESTING & ENGINEERING COMPANY American Shutter SyKv.81 DESCRIPHou DATE DRAWN BY. M.L &355 N.W.361�SL.5t�.3D5,VIRGINIA CARD Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/ STATE OF ENS,FI-MIDA w1e, —ff--] C-1 Pt—.:(305)B71-153 .Fa.4(ZIDS)871-1531 4268 Westroods 04ve 2 —..;I:tiltocoo"LCOM West Palm Beach, FL 33407 �3 DRAWING No Sz. •.........*Q",Z NO WALIER A.DLUT Jr.P.E. 15-085 P�/,"; 0 �� 'N", FLORIDA U. P 44167 I riAdRE/DATE IS SHEET 18 OF 20 �M�)> BLADE W (J0�)� (JT�)� rfP> SzFNERL LMITATIQN� AUSE FDR BERTHA YY I.MM.A.S.D.DESIGN PRESSURE RATING:+110.- 110 P.J. n In 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A D.G&N ON SHEETS G.7;AS WELL AS MOUNTINGS M.O.T.U&W ON SHEETS 16& 17. ,-5s $�ONLY CENTERMA7ES FL21(BOTH W/Ln4 OR 2�1 ARE ALLOWED WITH O mOnn - I J (27)ARR E.D IN A SYIA ETRYCIL OR OPPO�(NG IAYfO,UT.IN CASE OF OPPO INC YOUT. 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF j'� CENTI72MA E. TYP.EA END \ 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BADE AT SPACINGS SHOWN ON SHEET 4. --IAAY..5 WNDOV/S - — — - _ - -(B)MRL-CLEARANCE FROM-TOP-OR-BOTTOM-EDGE OF_H✓_WWDOW_BLAOE.g._ ALLOWED AT HV y ♦ ♦ _ - - - -OF ANY 30 HOLE FOR SHALL BE 12'.-" - WINDOW BLADE @ (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV k WINDOW BLADE LV N _ (D) WINDOW BLADE MUST BE USED ALTERNATE TO A SOLID HV DLADEQ _ 3 __7HROUGHOUf_SHUffEfi'S_WiDTH. ,ge , ♦ ♦ (E)C Nf RMATES SHALL ALWAYS DE INSTALLED AAIACETO A SOLD HV •j - , ♦ l 1 BLADE(g EITHER SIDE OF THEM. ♦ � �lJ (F) POLYTi1RBONATE HV WINDOW®SHALL BE INSiN1FU 50 THAI TABS FACE SEE END 1 :r ; THE INTERIOR OF THE OPENING BEING PROTECTED.TN WINDOW MUST BE CONNECTION ♦ kF DETAILS ON SHEETS �W ONLY INSTALLED AND LOCKED USING A IN SETTING TOOL PROVIDED BY ASSA. 10& 16 7YP. i,.h� INC. FULL HEIGHT. &35R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME ( 1 $aqagN BUILDINGS ON SHEET 15,AS UMRED BY SPAN AND DESIGN LOAD(SEE NOTES P YP asp t &2 ABOVE). _ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). H.MINIMUM UU SEPARATION TO GLASS SCHEDULE-PER ASTM E-1996: (SEE PIAN FOR REQUIREMENTS) � D H 7YP TOP&BOTTOM 1y ) 00®oR�6v/ WIND ZONE MINIMUM SEPARATION 1D GLASS NUMITED WIO �+✓ v 1 THRU 3 1' ELEVATION MIK SEPARATION TO CLASS DUSTING GLASS SEE ON THIS LE EE FOR 11 FOR)&0 4 6.25' --- AND ON THIS --FIX2-- Q&� . -IIa W/ftEXTERIOR ONLY) $ 1A / 1 \\ A!g�nf 10 'M NTERMATES(2 TYP. 1 OI \ 4 16 t� 1 4 5 r---- —�% � 1 // �� 1 \ TYP. W/2 aR®sCEMERMA7Fs z1 ® �AND `— 'i / (-A \1 W/053 (SEE NOTE 4 ADOM� PU1N TYPICAL III HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE A SHUTTER* �---- N.T.S. FLORIDA BUILDING CODE(yon High Velocity Hurricane Zone, IIII015 EASTERN M(EFAL SUPPLY, INC. LLI� T��,��1, ©2BERTHA HVTM Accordion Shutter System 0 g _ /1iLTEqqN-- \ ■ ■ . . KV.p_ADE#I W/OR w/0 H.V. WIWN BLADE American Shutter SystemsEV.N DESCRIPTION DATE DRAWN BY: M.L TICCIT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE 4/t3/15 �' STATE 6355 N.W.361ti.SL.Ste.305.m=M wows.TLORIOA 3316 y DF .•�� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No .moa•• F�pRit1P 4`�c; =-melt teles6719=om West Palm Beach. FL 33407 3 15-085 i� �C` .•......... EB-0006719 WALTER A RLLff Jr.P.E. a P.E♦♦3&f�`,�„�1 �D1Z�E/DATE FLORIDA Uc.g aalfiT 6 SH1Er 9 OF 20 r THICK M 2,01111'Me, 1 1/2'.0. INSTALLATIONS WZ J) HV BLADE & HV CENTERMATES 01 Min ASTM A-653 GRADE 40 GSTU STEEL METAL STUDS AT 16O.C. INTO METAL STUD WALLS 41 0 6 D.C. 40 0 I ----------- 1/2- 1 Z4"o NOMINAL ..475" GENERAL LIMITAT ALUMINUM SLEEVE IONS AND CONDITIONS OF USE (1 '1/4.6 1/4'.0.035*THICK 4Ja FOR BERTHA�1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY CK Mi.. in SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL 0 6-O.C. 0 6"O.C.1� - ASTM A-65 GRADE 40 Min.G-60 I GALVANISEPARATION TO GLASS SCHEDULE .1 3000- ZED FASTENED TO STUDS W/(2)§Gxl/Z'TEC SCREWS ON I EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2- INTERIOR&EXTERIOR FACE AS APPLICABLE 2. MAX.. SHUTTER SPAN: 84" WIND ZONE- MINIMUM- SEPARATION : ASTM E-1996 LENGTH+ DQST1NG CLASS MIN. SEPARATIOND MOUNTING:(9 ON THIS SHEET. TO GLASS 3. ALLOWED TO GLASS =X,L� (SEE SCHEDULE) 43 (430 1/4"0-2OX3" BOLT —4-ONLY�:CENTERMATE 21-W/ 204 HV-LOCK-ARE-ALLOWED- -THRU-3--—l' ------ _SYMM MUST PENETRATE 43c 1" WITH 1 ARRANGED ASYMMETRICAL LAYOUT. USE OF (2) 305 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4- 1 3/4"x 6 1/4',0.035'THICK Min.i EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF F%wm-AGAIV�STEEL TRACK CHANNEL, AS APPLICABLE GRADE 40 We.G-60 CENTERMATE. GALVANao FAS7ENC1 To STUDS INTERIOR&EXTERIOR FA (2)16.112-TEK SCR_ 'ON-1 43" 1!7 0 6V CE ' 'O.C. . ip�-0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID F 1/4"0 ELCO CONSTRUCTION 38 CENTERMATE APPLICATION PRODUCTS FAB-LOK HD 2 436 /6". 1 1/2X 0.035'THICK Min.ASTM A-653 GRADE 40 0 6 D.C. Min.G-60 GALV.STEEL COMPONENTS METAL STUDS AT m'D.C. MS WALL HEADER/SILL INSTALLATION SCALE: 3/8- 1- (TTP. G FINISH AS APPLICABLE - f TOP&BOTTOM) I 3/4'x 6 1/4'x 0.035'THICK Min. CONT-2ft=ETRACK CHANNEL IA. 3 40 Min.G-60 EXISTING GLASS YCAL SYMM TRYQA* 4Ja 4Jb 4j& AIN E A INTERIOR 8:EXTERIOR FACE -T CENTERMATES :,!I ::... ,.. . 1 CENTERMATES 0 (SEE S � M:,. �M ETR*' ..LNTERIOR ACCESS SIDE.". EXTERIOR ACCESS SIDE r-------- --- -------------— ------------------ -—fir- 61(TYP.)— IN 2T----—------ r 4 12 WWI, P RATIO GLAS CHEDULE tl N ------------------------ 21 21 21 D AT [I ER/SILL ENDS ------ VIEW Y 4 1 1/4' 3 (6"Min.) 204 SIDE CONNECTION TO TRACK TYP-) MAX. (Cont.) HVA /2"(Typ.) HZB BLADE SLACK DETAIL HVF 7' 1/2 SLACK HVQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 2015 EASTERN METAL SUPPLY, INC. BERTHA HVT. Accordion Shutter System -1_0--Eco ,,.. A,S,S.An TLV.MADE#1 W/OR W/O H.V.WNDOW MME American Shutter Systems IEV.M DESCRIPTION DATE DRAWN BY. M.L. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 GATE: 4/1 3/15 Z 6355 N.W.30th.SL,Ste.30.-NIA�DENS,I'LORM 33%U n;: Phone (305)871-1530.Fax:(305)87I-1531 4268 Westroods Drive 2 DRAWING No .-.oil: West Palm Beach, FL 33407 —3 "ZORO' EB-W6719 15-085 WALTER A.TLLIr Jr.P.E. .......... 4 P. FLORIDA U..111 44167 5 SHEET E. DATE 6 20 OF 20