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HomeMy WebLinkAboutProduct Approval 06/30/2015-2:42pm gabdels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH > 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 Tribute Area S Ft Roof Tribute Area 5 Ft 1. TABLES ARE INTENDED TO D ORST CASE'PRESSURES.'WORST CASE'IS Height DEFINED AS THE CR DII-'0 0 N. WN VARIABLE AS DESCRIBED BELOW. g 10 15 20 25 30 ' S0 fight 10 15 20 25 30 35 40 45 USE OF CRITICAL CO I& QfyIREO FOR y_ ITH THESE TABLES. 61-70 ft -54.9 -54.9 -54.9 -54.3 -53.7 -5 .3 1S - zl -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 2.TABLES VALID 0 T laliff_ •F _ ROOF HEIGHT AS LIMITED ABOVE. +54.9 +54.9 +54.9 +53.8 +53.0 + ;2 61-70 ft +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51. +50.5 3 TABLES VALID F R!' L "E' ,1,_ APPLICABLE REDUCTIONS FOR ROOF SLOPES - LESS THAN 10°SHA 13 B.p'l=• INEER AS A SITE SPECIFIC CONDITION. 80 ft -56.2 -56.2 -56.2 -55.6 -55.0 -5 S 5 .7 -5 80 ft -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 - 1.1 4.IDENTIFY THE 8 SAVE E OF HEIGHT.IF THE MEAN ROOF HEIGHT +56.2 +56.2 +56.2 +55.1 +54.2 + .5 52.2 1.j +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF BT EA ) T. -57.3 -57.3 -57.3 -56.7 -56.1 -55. - . -'.5 -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 5.ALWAYS ROUND G LE VALUE TI CN(HEIGHT ASSUMPTION. 90 ft 6.CALCULATE THE TRI e E OP NING IN QUESTION(HEIGHT WIDTH)OR +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 2.8 90 ft +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(HEIGHT2/3).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 110 ft -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 +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(ZONES)PER -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 120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -61.1 -61.1 -61.1 -60.5 -59.8 -59.3 -58.8 -58.4 -58.1 -112.1 -112.1 -112.1 -108.9 -106.3 - -100.6 -99,2 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 130 ft 130 ft 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 + ' 2. +57. +56.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -61.9 -61.9 -61.9 -61.3 -60.6 -60.1 -59.6 -59.2 -58.8 -113.5 -113.5 -113.5 -1 b. "3. .9 -100.4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 140 ft +61.9 +61.9 +61.9 + .7 + 7.6 +57.0 GENERAL NOTES: 150 ft -62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 150 ft -114.9 -114.9 -114.9 -1 Imo- ?Q 5TSI-1" r9 03.2 -101.7 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 + � +,59.6 8".] t. +57.7 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 -116.2 -116.2 -116.2 -11 .'` 1 .1 - 4 -102.8 CRITERIA AS OUTLINED HEREIN. 160 ft 160 ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +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 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 -117.4 -114.1 -111.4 -109.1 -107.2 -105.4 -103.9 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(GCpl=+/-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 -61.4 180 ft -118.6 -118.6 -118.6 -115.2 -112.5 -110.2 -108.3 -106.5 -104.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 180 ft +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 WALLS AND VERTICAL SURFACES ONLY. -65.3 -65.3 -65.3 -64.6 -63.9 -63.3 -62.9 -62.4 -62.0 -119.7 -119.7 -119.7 -116.3 -113.6 -111.3 -109.3 -107.5 -105.9 3.THESE CHARTS ARE NOT VALID ASA SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 190 ft 190 ft 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 COR ING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft -65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 0 k -120.8.-120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 COEFFICIENTS LISTED N H __ B NO VERIFIED BY THE GOVERNING +65.9 +65.9 +65.9 +64.6 +63.6 + ..Z .3 +,60! ,v +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM i RM HO DER. RRANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 -6 r5 "! 3t1] -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFE _D 210 ft i� 210 ft 5.THIS SPECIFICA 0 I 0 I Q_ T O ER ANY PRODUCT APPROVED +66.4 +66.4 +66.4 +65.2 +64.1 + .2 6_ +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. RE R - F�ARA MITTED TEST CRITERIA AND OTHER 220 ft -67.0 -67.0 -67.0 -66.3 -65.6 -6 .0 or .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. T10N F• MATION AND APPLICABILITY OF THESE TABLE +67.0 +67.0 +67.0 +65.7 +64.6 +46 (7) ,7 +2.3= VALUES WHICH IST 8, V O- CCORDANCE WITH GOVERNING CODES. +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 F•. _ 6.ADHERE TO ALL -�, RO m Q_"" EM ORDINANCES. -67.5 -67.5 -67.5 -66.8 -66.1 -6 . -'� 230 ft -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7,NO CERTIFICATIO IN OF THE HOST STRUCTURE. 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 -68.0 -68.0 -68.0 -67.3 -66.6 -66.0 -65.5 -65.0 -64.6 -124.7 -124.7 -124.7 -121.2 -118.3 -115.9 -113.8 -112.0 -110.3 AFFIRMATIONS ARE INTENDED. 240 k +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 240 ft +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 ft +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION,CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 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 -126.4 -122.9 -120.0 -117.5 -115.4 -113.5 -111.9 EAVE HEIGHT +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 �a.} I2, HEIGHT 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 -112.6 270 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 5 280 ft -69.8 -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 280 ft -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.3 5 I ® I 5 , +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 1+65.7 +65.0 +64.3 +69.8 +69.8 +69.8 +68.5 +67.4 1+66.5 1+65.7 +65.0 + 43 a �O -70.3 70.3 -70.3 -69.5 -68.8 -68.2 67.6 -67.2 -66.8 2 -128.81-128.8 -128.8 -125.2 -122.3 -119.8 -117.6 -115.7 14.0ELEVATION 290 ft +70.3 +70.3 +70.3 64 47 + +66.1 +65.4 +64.7 ALL ZONE FIGURES �Q ISETRI 70.3 +70.3 +70.3 +68.9 +67.8 +66.9 A INE SSUES GSSN TSB 03DI05n2 5TH ED. FLORIDA BUILDING CODE ENGINEERING o>, o m� m 3 M REV-ADJUSTED HEIGHTS GSS TSB 04/09112 ``7O dJ o F aREV 2014FBC DGM TSB 06/10/15 0jA co CORPORATE OFFICE: Z - ASCE 7-10, CHAPTER 30 $m °z z 160 SW 12th AVENUE, SUITE 106 ? DESIGN LOADS FOR COMPONENTS &CLADDING ti= �_ z m DEERFIELD BEACH, FL 33442 o v D in .A z MASTER PLAN SHEET p: 954 354-0660 F; 954 354-0443 z MN' v O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, ( ) ( ) L! Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 i 0 p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m O U M ADDITIONS,OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT ASCE 7 0 E:HELLO@ENGINEERINGEXPRESS.COM y m U1 o PERMIT TED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM JOB NAME: �OS��a V Mean Roof Height= -70' MUNICIPALITY: / S"r. V (' Accordion Type = -ASSA ADDRESS: G 03 /0 -5 A elFlo Manufacturre, Type = CONSTRUCTION&ZONE CONDITION: OPENING NO. CONSTRUCTION TYPE: C IJut-re Co1000e-P OPENING SIZE ,Ig X 6 SQUARE FOOTAGE -74, S XT • C SLAT SPAN� � J" ZONE(4(interior),5(end)) E;C Pressure(pst) C) t EDGE DISTANCE a ANCHOR SPACING �f Connection Type 14 " ' TOP TRACK Connection Type 1 BOTTOM TRACK co TUBESIPOSTS REMOVABLE BOTTOM ANGLE TOP TRACK ANGLE BOT TRACK LEFT SIDE ANGLE d/(0 { `� RIGHT SIDE ANGLE I� STARTER STRIP l ANCHOR TYPE TOP TAPCON BOT TOP CRETE-FLEX BOT TOP SOLID SET BOT TOP BRASS-BUSH BOT TOP WOOD LAG BOT TOP PANELMATE BOT 'Prida Building Code Online Page 1 of 2 I .t 1-�•��T A q,J 4.8� � x fes: �2 . {�^y a.;x�� g t r uG ` �.�+.r. l� i �;1' MEL, T t iolida NwdfLlllev SCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map Links Search i M Business >> -xdD Professional ��sER PubliccUer oval Regulation Product Approval Menu>Product or ADDlication Search>Aoolication List>Application Detail FL# FL389-118 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i..! 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 _j 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 W Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 Sections from the Code https://floridabuilding.org/pr/pr app dtl.asox?param=wGEVXOwtDQvYYHH2vJvx53Mw... 7/15/2015 ;Flq,ida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 SummarV 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 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.odf 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 psf FL389 R8 AE 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 for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for 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. 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 II A.S.S.A.INC. DRWG.15-085.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 level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI. 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 HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 FBerthaV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Non HVHZ) Drwg 15 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.odf 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 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively FEE] Mext 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 her . Product Approval Accepts: 0`5 � SCCtiTltl't;i-'[1111::1 1 71 https://floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mw... 7/15/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)WAS BEEN VERIFIED FOR COMPLIANCE IN 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 BY TTABLE HE JURISDICTION WHERE SHUTTER WILL I OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED . ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE A80VE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA-1: W BLADES n FC t1A BY MULTIPLYING THEIR BY 0.6 IN OROERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 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 9.INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bW 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 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN 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 -HV BLADE O $0214.01-03,x(0715.01-03.11004.01-05,#1214.01-05, #0317.02-06, (10609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE 1n AND FIV WINDOW BLADE 11�A AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)&-$1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE ,(WHERE APPLICABLE) -HV WINDOW BLADE ®$0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 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 DETA&s A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE O 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 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE®14x2.75'AND J14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 It.,TENSILE STRENGTH. PINS SHABE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE 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,CONCRETE/BLOCK SHEET 10 6005-TS lLLL6Y. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 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 kM MIN.YIELD STRENGTH AND 90 k6T MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHAW 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 AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Ii MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE (tA ONLY 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 70 WSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CAUl1C 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 ALV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE L I/ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATE ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING COOS ONE LABEL.SHALL BE INSTALLATION DETAILS, METAL STUD WAIS SHEET 20 PLACED FOR EVERT OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE I2.BERTHA H.V.ACCORDION SHUTTER S'YSTEM'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.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;T.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)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 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 DELEGATE ENGINEER TO THE P.E.D.ENGINEER SHAT SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. NIM FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane ```` P�-SEP. 2015 EASTERN METAL SUPPLY.INC. BERTAHA HVTM Or ■ MM MME■ .A. RV Accord�onw hntt�erSystem RAM#1 American Shutter Systems N oexRlrnON DATE DRAWN n: M.L TILLIT TESTING & ENGINEERING COMPANY *� Association. Inc. 1 OLD 11-192 4/13/15 RATE: 4/13/75 O_f -•-' ` 6355 N.W.36th.SL,Sta 305.NRGM GAR0e M FLORVA 3316 • Phan.:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No _ .-m.11:611e<0000l.�.m West Palm Beach, FL 33407 3 z /ANAL ENG���`` WALTERED-A�OLUT1Jr.P.E 4 15-085 RE/DATE FLORIDA Ue.s 44167 5 SHEET P.E. SEACNfflATU 6. 1 OF 20, ' 3'r TDR P,N60'p otenE Q VARIES 1918,. 1.491' oh A o .s sus' o Ma:. 1.200' 4q5 6 e. 0140.4• 09 1. a � 550. 4.385 10. _ 4.8 4.999• 1 HV SOiID BLADE 375 m" O5 H 90' 180' St 3OHV UNIVERSAL FLOATER - QUALIFIED FOR USE COV UNDER US PATENT # 5 9 QUALIFIED FOR USE W/ HV BLADE(D ®HV DIRECT MOUNT HV 13LADEQI 1A D 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 ALLOY 37 m 6063-T6 ALLOY AND TEMPER 3.226• 1.500' c 6063-T6 ALLOY AT TEMPER ,124• 0 (TYP) " 670' 2.670' 3.556• m ggy 67 1.000' .570' 2.22fi' 072 842 ' o 4.897" q .815' 2.092' 4.436' 12 1.375• ^0.072• �- 0.072' QE DA E W 9zo 3.226' ED FOR USE'W/ HV ®HV WALK-OVER TRACK BLADE 1Q pUALIFIED FOR USE W/ HV ®HV TRENCH TRACK3.7so ©HV ADI. FLOOR T T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W V 6063-T6 ALLOY AND TEMPER 13LADE( ONLY. - HV RAINGUARD BLADE h6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 A NO TEMPER VARIES 1.936• BLADE p1• i' 1.815_ VARIES 1.936" 6063-T6 ALLOY A D TEMPER Max Aax. 1.917' o 083• 083• .063" m .083" a .093• .093" m io .100 .060" .060' .093' 9�-"9 . 3'•o 0�. 670 .060'o 1A4 214 n r 4cy] 670 1.686' 0' 670 3.529'• 3.520' 3520' 11 HV CEILING HEADER 1® HV HEADER/SILL 13 HD CEILING HEADER/SILLM6063-T6ALLOY Q LIFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O ADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. SE W/ HV 6053-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERONLY. AND PERA B T1 T2Y tMN XMNYMN.t ' 0.125'Q 2" 5"MAC. 1/8" 1/8" ' 0.090' 18 2' 5"MAX. 0.192" 0.192" SIDE ANGLES B 0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES ,9 2.5' 7"MAX. o.190" o.19o" QUALIFIED FOR USE W/ HV BLADE(D QUALIFIED FOP,USE W/ HV BLADE(j) 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2" 5'MAX. 0.139" 0.731' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(yon High Velocity Hurricane Zone �AAAAA%GR ©2015 EASTERN METAL SUPPLY, INC. • ....... BERTHA HVTM • EN FAccordion Shutter System /TIDEC ® A.&S.A. KV.BLADE#1 W/OR W10 KV. WINDOW MADE :-KE American Shutter Systems 4EV.N DESOi6PTION DATE DRAWN BY: ML *., fl/; TILLIT TESTING h ENGINEERING COMPANY STATE OFW.36U,6L.St..30.5. R4,NN CANOENS,iLORDA MIGE Association, Inc. , QLD 11-192 4/13/15 DATE: 4/13/15 Pboao:(3os)871-1530.Fox:(305)871-1531 4268 Weslroads Drive 2 DRAWING No "LORD \a��`� r-mall:81e 0,0l.com West Palm Beach, FL 33407 3 15-085 �i OF ED-0006718 4 S/ONI00- �` WALTER A TILL#Jr. 5 SHEET OF 20 P.E. 5��166itiAT8RE/DATE FLORIDA uo /j 4416677 4.660* .929- 4.576' 45" .29 -20.1/ 1/4--20 E UST .745* 0.334' HIM THREADED HOUSING ENAMEL S.S.M.S. SAXED PANTED THE"CD DEC CAST (2 TYP.) HOUSM ENA�IEL 1.1 WED PANTED R ;P 4 �-o 4'ac., 8 KNOB. 'o 87.062' 1.3 BR455 C"VM epkss crurcem RN a &KEYS(CHROME (CHROME PLATED) 21 HV iCENTERMATE, PLATED) BI VA ONLY 3.023, dA Q IRED FOR USE W/ HV BLADE Qt I LY Nc�' . @ HV LOCK 2 HV FLOATING CENT RM @ HV EGRESS LOCK 6063-76 ALLOY AND TEMPER QUA FOR USE W/ HV 875, QUAIUMEDell USE KV QUAUFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMATE BLADE & Ly. BLADE & 0 ONLY. 01,IFIED FOR USE W/ HV BLADE(D ONLY 250'O.D. 2,874' 6063-T6 ALLOY AND TEMPERPLASTIC HEAD a. 1.756* .922, MOLDED TO 4.045' SCREW 7 Od FLZ."AFTER RAFTING .0681-FORE RIVEHNO 1/4.9-20 X 3/4" S.S. THUMBSCIR 11470-20 RIVNUT* *SERIES 94144 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN l"El 11620. BY AVDEI- PLM FRONT ELEVATION C. PPCNY,ENCN OR EGUAL 0 HV MALE -1" LOCK CENTERMATE 4.566' =V -�P—ppl=�— � I LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(90NLY HV FEMALE."T" LOCK CENTERMATE 14V -T" LOCK HV ALTERNATIVE LED K 6063-T15 AND 1- @ EQUAUFIEO FOR USE QUAURED FOR USE W1 KV QUALIFIED FOR USE W/ KV BLAOE(DONLY QUALIFIED FOR USE W/ KV BLADE ONLY BLADE ONLY. 6063-T6 ALLOY AND TEMPER • 6063-T6 ALLOY AND TEMPP W/HV BLADE(DONLY. 0 3.161 c CYLINDER OR cs 'D62" .214' KEY CYLINDER • In 31 O.M'Min. . .125"Max HD CENTERMATE WZ NO LOCKING ROD HD CENTERMATE W/ LOCKING 80 QUALJFIEDFCR USE: W/ HV BLADE(!)& UA QUALIFIED FOR USE W1 HV BLADEQ)&UA 6063_T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER HD CENTERMATE'S INSERT SO, E, VARIES, 12"MIN. QUAUFIED FOR USE W/ HV BLADEQ)&(0 M Zm I 1 1/4*0-20 1.130* 60133-76 ALLOY AND TEMPER ACETAL THUMBSCREWS. N (�,X AD DETAILS) ----rAUN EVEN Igo A- OR KEY 1-57 Min CYLINDER Iq 1.78"Max. 750 111)-LOCK AUFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER ��HN 3ZWO-16 ACETAL HV 144 20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. L-0- I T LA (QERIES S.S. THUMBSCREWS QUAURED FOR USE W/ HV BLADET& G ?NSTALLATION WILL REQUIRE A 7/ HOLE THUMBSCREWS D I ED AT TRACKS FOR PROPER EDMENT QUALIFIED FQ8%%I0V!4Tqi,)jV BLADE 1 QUALIFIED FOR USE W/ HV BLADE(D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 0 2015 EASTERN METAL SUPPLY,INC. BE VTM IILIECOINAccordion Shutter System IIC� A.&S.A. KV.BLADE#1 W1 OR W/O KV.WINDOW MADE CC LIT TESTING & ENGINEERING COMPANY American huffer Systems RCV-lll� DESORPTION DAM Err:. ALL N-W-36tb�51-SU�MS.MGM MFORECA33tIEq Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 -15ZO.Fax.7 2 ,3f Phone (.)05)87t 4268 Westroods, Drive -.oil: West Palm Beach. FL 33407 3 DRAWING No IS EB-MB719 V i, 15-085 111,141 HiW0 WALTER A.TILUT Jr.P.IF, 4 .... FLORIDA U..1 44167 P.E. SEAL/SIGNATURE/DATE '5 SHEET 3 OF 26 SHUTTER ASSEMBLY SCHEDULE FOR 3/8"0 12'MIN. CE HV � HV 41rJn TO BLADE T P .0625' Q HV BLADE 1 40 3 I I GE 1A .1675' 3 ! I HV WINDOW BLADE 0625' R iH x_x 0625 •0625' ® HV BLADE 1A _ `I I! ' BLAOE•s .7675' Y �0 OPENIN ® HV LONG RECESSED NYLON BUSHING xz� I n KNUCKLE 0625 0.0625' 39 r (TYP) 39 HV SHORT RECESSED NYLON BUSHING •- o a I RAT PORTION R7.7 Of!/ ® HV NYLON HAT WASHER 0 OR ® w it _ II: I B mars f�� 3�� 41 HV WHEEL CARRIAGE A1SI 302-303 SERIES I I i-i499" 40 I� X ��92.s75D' X n 0.870•x3/16" THICK NYLON WHEEL 3 I I 2 7/8'MIN. HV WINDOW 315'0 CLEAR ' 03.0 0.188"0 AISI 302 SERIES S.S. RIVETS i SEPARATION 3.7500' B�y� .0625" ,0625' BLADE 5 ® HV 1 3/4" ACCORDION PIN W/ $8 HEAD * EXTERIOR f; o OPENINGS J ON C 3/ERS Y v © 7soo 2 3/4 a " t ACCORDION PIN W/ #8 HEAD * 41 —la "F'° 1 CLEAR4• HV v F'Fi1OR F,NAl1ON ® BONATE IMPACT RESISTANT HV WINDOW i T ! I BETWEEN TYPICAL HV WINDOW BLADE (i� AND POLYCAR POLYCARBONATE HV WINDOW DETAIL (D OR ® ® o r N.T.S. 3 (SEE NOTE FOR j I I j kEOBM MOMENTS) 11)OR ® i I *POLYr'ARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12'MIN.Cl CE RESINS, UV-STABILIZED GRADE OR SABIC * hi d PINNRN REQUIR MES AT EXTERIOR BLADE KNUCKLE FOR y TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN 10 'I ! I (SEE NOTE "F" ON SHEET 19). �` i OR 3-- 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR NN I ! POLYCARBONATE SOURCES FOR 44 HV 1 BLADE. i EXTERIOR TYPICAL SHUTTER AS 7Yrxx PROP001E5 NmwD RE�3 (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT N.T.S. HV PIN�2 OR a3 AT DL7T,acE ,7 EXTERIOR ura,lm BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' (SEE NOTE z FOR SPEMc DR m Asn D792 D.Du m/I� 0.043 i5t' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. o4B 1f ® 3 REQUIREMENTS) TFD sn Encnt Asn,Dale 9,4.w 9,500 P.,3. TYP. i F{OWN SINLH0111 AT Y& ASTM D790 12.5.Pa.L 13,100 µa1 (3) HV PIN ©OR @3 W/ 1/2" O.D_ 1/16" THICK S-S. WASHER ® y F1E]NRAL M0o0LUS ASN D790 310.0.P..L 315.0.Psi. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. e� SHEET O I i i nolalm¢oD ASM D256 18 FT-m! n Fr-mom 1 i i Ear a E.nn"_y,, .tR .,•.co ; SMOKE oQi411' AM D281J 1]Z S 815 S PAx WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT RATE OF DURHwc ASR'0635 0-1 CLASS c-1 CLASS N.T.S. SELF IGNDKRI ASDL 01929 ID40 F 980'F N.T.S. ASN 0153 TENSILE SIRFNOTH An FR MTHM— ASTM 638 9302µ%i. e8W Psl. nHV BLADE SOLID & HV WINDOW BLADE DETAILS '��SRE�8EFORE HFATHmtIC ASM 636 8161 8880 P..-L N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ©2015 EASTERN METAL SUPPLY. INC. HiQ •..........til BERTHA HVTM V10EN /TT xc. IIIIIKV.MADE#1 w/OR w/o H v WNDaw MADE � S Accordion Shutter System f. l�-�' American Shutter Systems w.H DESCRIFnOM DATE DRAWN By. M.L `C TIL LIT TESTING & ENGINEERING COMPANY 71 a Association, Inc. , OLD 11-1 92 4/13/15 DATE a/13/1s = TATE pp 8355 H.H.361(5t.,Ste 305.V.Fax OMOENS.1LOR91A 3316 O•' = 4268 Westroads Drive z Phone (305)871-1530.Fax (305)071-1531 DRAWING NO F .._ORIDP .'c�� e-mDD:16LP.6PDl.cDm West Palm Beach, FL 33407 3 15—�85 /,ss •••....C...••\�; EB-0006719 4 ,/ONAL I.NvYYF WALTA.ER Le 4416E 7 5 SHEET P.E. Sr�?fCfL51(StJ��URE/DATE 6 4 OF 20 ®•®�11 ®� *NOTES ON HV LOCKS AND CENTERMATES: p e C c ®'✓ u N 5 T u 1. MANDATORY CONDITION it: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 165",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®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 ON TYPICAL SHUTTER ELEVATION. 2.DE IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 LOCKS 00R Y BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES „__,_,r OR®SHALL BE AS INDICATED ON NOTE(1) ABOVE --�tSG'y LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. EDB-M3. �t MUD ONLY WHEN MANDATORY CnNDTRON #1 OR UMRED MANDATORY CONOIRON � p-- OPT10hAl GONDfT10N 2 4, IS USED W/TWO H.V. LOCKS): LOCKING RODS P ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY jaC+ °A® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE S� 6 oe 50 ox®Y MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MANDATORY CONOfiION 12.ONE HV LOCK® 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Tf CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. z x0c_ xvc MAXIMUM SHUTTER SPAN SH4LL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ® 91.1. zt asoE, 9_1. 5. �p FQR Qa: ONE ALTERNATE FIV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND N;�_oo¢ � INSTPIIATIONS AT ANY E7FVATION.AL ERNATE LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT T M� 9y-=31 � � OF 1/4'0-20x3/4"S.S.THUMBSCREW TO©1 OR®CENTERMATES SHALL DE MADE W/ 1/4"0-20x3/4'ALUM_ x �yy3> —xo�o-xvo '" RNNLIT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LMIE ' " ° LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATORY CONDTIION 0 FOR KEYSTONE MOUNTING INSTA1!AT10Nc• 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 t I 1 11 1 1 1 111 1 j TO 98".AND FOR INSTALLATIONS AT ANY ELEVATION. FIV 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 FLAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ SEE END OR®TOP MND BOTTOM IS COMPLETELY MANDATORY. CONNECTIONDETAILSONI J K LtA SB .1510& I+ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1. SECOND/LTET+N-pTE TO M,r;0.:TORY COND:^ON +1 VSD ONLY FOR HV'1"LOCK 6a .AND CENTERMATES�AND CENTERMATE ONE ALTERNATE HV 'T"LOCK 6d MAY BE INSTALLED IN UEU OF HV LOCKS®OR®FOR ANY SPAN AND ®°R©`O°R®°RTO aQaR IN5TALLATION AT ANY ELEVATION.AL NATE LOCK®,.tMY BE USED AS AN INSIDE OR OTIISIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING��RaaEINFORCING LOCKER(@�77 AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE )�•O�©a�q1�+Q pe CONNECTED TO CENTERMATES y AND®W/ 1/4'0-20 x 1 1/2' LONG S.S.THREADED BOLT W/7/8"0 x 3/32' OaO•© O OaO WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND 80TOM IS MANDATORY. *NOTES ON HD LOCKS & CENT ATES: 1- : ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 d8 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 COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Mon High Velocity Hurricane one A.Tl��� ©2015 EASTERN METAL SUPPLY, INC. ,,�CENS �,�� BER7WA HVTM F _ Accordion Shutter System �„ ® i x c. ■ ■ ■ ■ Kv MADE w/DR w/o H v. HINDDW BLADE 1♦C'- lM�/��.r''*= American Shutter Systems EY.W DESCRIPTION DATE DRAWN BY: Ml TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 = STATE OF :'� 6355 N.W.]6th.SL,Ste.305.MGM(MOONS.BDWDA 3316 9'- 4268 Westroads Drive Phone (305)871-1530.Fax (305)871-1531 DRAWING NO �� '•. RI a-moa:alt-0ao1.com West Palm Beach, FL 33407 3 EB-0006719 15-085 It, N L EN`�A``` WALTER ORIDA u 0 Lrf 44167E 5 SHEET P.E. SEACft31GN}��1RE/DATE 6 5 OF 20 OHCRETE ANCHORS POURED CONCRETE POURED (SEE.SCHEDULE ON OR REQUIRED CONCRETE BLOCK 1/4'0-20x3/4"S.S. POURED CONCRETE S11EET 13) REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED REQUIRED FDR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 1 RSO(A EYSioNE(5EE uouNnuc QON SHEET 7) SHEET 13) NUTS 11 12"O.C. (SEE SCHEDULE ON SHEET 13) 1• _ 1• Min. DR 14 Min. 1/4"0-20x3/4'S.S. EO Q' MACHINE SCREWS EO Q 1 2" r--- - USING 1/4"-20 NUTS 1/ 0 12'O.C. E.0.4 /2 .2so'Mox. -- - _ 13 DR 15 __-_ 13 DR 15 .250' .250"Mox. 0/ I 1 I{ MCA. .D.• 1 1 1 i OPTIONAL PTIONAL I.RL soyfwm I 1 M CLASS(SEEi i 1 EXISTING MIN.SEPARATION TO GLASS F 1EBLID mAw 1 OR �� G�Sr(SEE SCHEDULE ON SHEET 11) E)(ISTING gjtM(D&® 1 F i MIN.SEPARATION TO GLASS I IXISTINC 11 1 GLA55—i -(SEE SCHEDULE ON SHEET 11) I 1 1 GLAs ©HV WALL HEADER INSTALLATION ® V WALL HEA R 1 STALLA ON © HV WALL HEADER INSTALLATION + KEYSTONE EX 1 MIN.SEPARATION TO GLASS 1 � (SEE SCHEDULE ON SHEET 11) 1 G { TIN TO MASS ISM 1 1 1 1 OR 1 i MIN.SEPARATION TO GLASS '{ 1 �CLLASSSJ `SMMEON SIM j' I i`(SEE SCHEDULE ON SHEET 11)— I I 1)11 FOR BLADE 0Ar10 rl rh W am 19 LL��J i OPTIONAL ii 11 BLAD6Ok® ' EXISTING i i{ {{ 1/4'Max. E 4 _ OPTIONAL 13 OR 15 i{ 11 E D.x 11 li D• /2' 19 _ -- rE(Q 1/ r- 13oR12 OR 1 4 --- 1/4"0-20x3/4'S.S.EQ PF4IWPS TRUSS HEAD 23/4'SS.PHIWPS MACHINE SCREWS USING CONCRETE ANCHORSAD MACHINE SCREWS ONCRETE ANCHORS 1" 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/ 7/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK POURED CONCRETE REQUIRED OR CONCRETE BLACK NCRETE ANCHORS WALL REQUIRED OD Ny WALL SILL INSTALLATION (SEE SCHEDULE ON OHV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION ��FOR COMBINATION Ac SEGi1DN5: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER t E D.-EDGE DISTANCE ♦ SEE LIMITATIONS OF USEFOR H v B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE 1 ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANYWAY TO SUR ANY INSTALLATION. LIIIIIIIIF FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 'GENS L ECO 1 H.. A.S.S■A. Accordion Shutter System FLV.11ADE#1 W/OR W/0 H.V.WI DON BLADE /� * American Shutter Systems EY,N DESCRIPTION DATE DRAWN BY: M.L. �� = - TIWT TESTING & ENGINEERING COMPANY �. SAT OF Association. Inc. 1 OLD 11-192 4/13/Is na1E 4/3/15 6355 N.q.361h.SL,Sl M.VRG63A GARDENS,FLORM 3316 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No ''., F '•.,, �� a-moa:U11-0ool.com West Palm Beach, FL 33407 3 5-085 /ONAI E�G`` WALTER A TLN1J,P.E. 7ppN IuL1LLL FLORIDA Uc.8 44167 5 SHEET P.E. SEALJ�«NATURE/DATE G 6 OF 20 POURED CONCRETE ANCHORS WL gphZtilRN ,------ CONCRETE- (SEE SCHEDULE ON SHEET 1 J) I m OJM(SEE 1 OR t uN.SEPAHAifoN REDUIRED SaEnuE ON 51FEf IXIS(1NC t ) l To GInsS t EDGE�' 11 FOR IXAM 040 1 GLASS—i i(SEE SCNFDt11.E Dn SLAB IF Qi SEEt i9 RX( Nd.SFPARQi4ri t 5NEEf O• APPLICABLE EXISTING 0Aof5m�Q i In 1 CLASS ALTERNATE ANCHOR I t i i i i i EXISTING r i LOCATION 1 i 1I 010x3/4"HEX WASHER H o a/e`NIH. TIX SCREWS 0 12.O.C. j ET EDGE Of ty 3/8 NIH• CONCRETE ANCHORS 8 SLAB IF r r T ©* 7 (SEE SCHEDULE ON SHE3) E 0' I APPLICABLE EXISTING I EDGE OF GtA4S--i I I EDGE SLAB IF 1 SLAB TF t ' �T/2 OF APPLICABLE O "IN.so:%wa1 ,wFUCABLE .(t. SLAB IF E.a: .[E atm I MPUCABLE POURED POURED CONCRETE D. CONCRETE FLAT HEAD CONCRETE ANCHORS "I tt WWI ®AN] POURED REQUIRED REQUIRED ) 1 11N SiEE(WI NLR _TOR ®CONCRETE _ FLAT HEAD CONCRETE ANCHORS ( SCHEDULE ON SHEET 14 a o-�map REQUIRE f0 5. *-•—I (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO+70, -75 PSF AS.D- HV FLOOR INSTALLATION t O HV WALK--OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER HV CEILING INSTALLATION ION scHEDu(F pa, SHEET tt i Hew.sEVA?Anmt 1 CONCRETE ANCHORS �cLA55-I N. �noN 1 t ( (SEE SCHEDULE ON ! CN SIRET ti)tq I 1 I SHEET TS) 1/4"9 mt B(AnE)c TAPCON.Y!/ ai+NE£i'iQ I EXISTING l EX15TtNG--i EXISTING AOVAN=i'y CZ 0 GLASS r GLASS f K smAR.tncW ro cuts GLA55--�-- TECHNOLOW OR 1/ uz; t 4• l 1(SE s?1FDNE aN 91EEP I O 1 I FilS V*ps TAPM+A W/ I / r D i iI ��11 NN.SEPNUIIDN Tp I 1 3/4'IAN.QAli!'. 6• • it3NOR«SANS TIM IIP To W-w MAIC APNATHUumnow 3 oR j$ " t I �l Ox3/4•HEX E ,A I (1YP.)(SEE NOTE J/B_ 1/2• o t e t WASHER READ i MAX. I u 11 I I r I TEK SCREWS I CONI-5EALWi' $14x3/4' HEX HEAD i 1 ,� T 8' / g 12.O.C. 8 TEK SCREWS 0 9"O.C. i •'. i "';4 OR 1/4"0-20 SI M.S. CONCRETE ANCHORS _ _ 6 7 3/ 14x3/4"SA.S- _ T/4' t/d'P-20x3/4'Ss us W/NUT 0 9,O.C. I (SEE SCHEDULE ON 1 +� 0 9"O-C. __ _ - ;:•:•. I•• } usWc t/4`o-20 NurS r n I SHEET 14) � °^ •� ' N L Man. ...,•'�., �"• ,� o t2'O.C. _--_ IR'-____1 )7 OR)S .., I , \ E%1511NC NON STRUCNPAL 1 r EDGE OF 1/2" 1 17 R1$ ; -'y;{2.00"MIN.?.., `-WX1 MM(DECOW4vE tiT i SLAB IF #74x3/4'F.H.S.O.S. '• .MIN:':' E'0, SILL) APPLICABLE CONCRETE ANCHORS W 9"O.C. •±? mu'.CONO." A SEE NOTE 13(6) REOUIRED POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) - - _D. _ OR CONCRETE BLOCK SHEET T4) POURED CONCRETE ON SHEET I - REQUIRED OR CONCRETE BLOCK OPTIONAL PQuRw �} REQUIRED ®KEYSTQNE MQUNTING INSTALLATION CONCRETE- �l fi�gALL FLOO INSTALLATION HV WALL WALK—OVER INSTALLATION wr h1AXMUM ASD,DESIGN P8*-V E+54;72 REQUIRE° MAXptUM S1(UTIER SPAN e'-0� (�J 14 RAINGUARD INSTALLATION t NOTE: NQTF FOR COMBIIJAT DN OF SECTIONS, *E. D,-EDGE DISTANCE aP E EXIT SEE UMRAT10N5 OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) 0 0i9 INSTALLATION DETAILS W C1) HV BLADE THIS INSTALLATION SHALL BE OR ENTRANCE BLADE 1A ON SHEET --_ J ASSEMBLY J/ 2-MY WAY T SECTIONS CAN BE COMBINED - N ANY war To surArrr INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone F';•1 JL j�T fir,�� 0 2015 "ASTERN METAL SUPPLY, INC. ENStc.�9�°% SER°�'HA HVTM �� *�i�� Accordion Shutter System * ITV. MADE#t W/OR W/O RV.WINDOW BLADE k �t/ Nil TILLJT TESTING & ENGINEERING COMPANY DATE American Shutter Systems „ oE5GR1PiTON DRAWN t: Ml a'• TATE OF cL ; 4755 N.W.36U SE.Ste.JUS,NRGNA GV<OET 6.KOREA J3t6 ASSOOIatiOnx Inc. 1 OLO 11-192 4/13/16 DATE a/1a/Ts � — Pnone:(305)871-1530.Fax:(305)871-1531 4288 Westroads Drive z •'• a-m 1:Blteco+9-1— J�'�i "c-N��+`� _ EB-000s7ts West Palm Beach, FL 33407 3 —DR AWING/�Npo C AAAfl)/�tlNA�-i ttlttt FLIM TILUT g J4 P,& 4 t 5-085 P.E. S LYSituNA6E/DATE s SHEET 6 7 OF 20 SEE END WALL CONNECTION AI 8 ESEEON LOCKING RODS 3 H7 LOCKS(DOUT 90' INEXISTING GLASS INSTALLATIONS W/ 1 HV ATE HV LOCK®ON SHEEP 5. K DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES S APPUCAT10N WITH BLADEQ OR SEE END WALL CONNECTION 10+�5 oaQ.�oaQ+1QEXISTINGGLASS DETAILS ON SHEETS 10 & 18 OR —=———————————————————— —————————————————————— — © 2`x2"xt/8"x0'-2` I ®+®°P O+Ooa lg+� 3 1/4' 7" 61/2" 7° (6063-T6 ALLOY)ALUM. ©+® OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4"0 TAPCON 1/2" - ANCHORS To CONCRETE — CENTERMATES CENTERMATES (POP/60TTOM)& I $10x3/4'S.M.S.® 12" MIN.SEPARATION (4)Q1ox1/z-S.M.S.ro TUeE I O.C.FLIu LENCHr. W/ HV LOCK 4 or o5) W/ HV LO KCf�4 or 25 To cuss (SEE SCHEDULE AT EACH ANCLE.(TV) 3 * 3 ON SHEET 11) 5 ® °° * 35* I N J 00 5 1O so / 1 2' z• HVB oUT ® HVC © ® O O�O°aO+©ea POURED CONCRETE OR HVA �a � s ' 7 8 1D OO+© O F O+ - O O.Q O ©'©- r-EXI- G- REOUR BLOCK WALL 6 � 7 1 ae 6 7 eRl 10' 5 3a+1 /1 ____ Exlmrlc 5'�°Q+®°®'Owl SYMMETRICAL * IN 6 7 °" 6 7 8°" M -IN .sEPARAnoN cLAss rt +0+© +Q+Q SLC UI ] OtI NFTTEIOR 8 +®" Is+Q�is+©s `IXISTIN CENTERMATES 6 ©.©oRt©+®ra®+�� TO C.ED 5 ____ - GLASS 1 * (SEE SCHmULE -- * W HV LOCK 6 (Ia) ®«®a ON SHEET 11) MIN.SE�nON ®+® ® - Z ©+® (ONESHELT 11) IN ( J ___—_—_—_—_ __--_—_ —_—__-__ OPTIONAL INTERIOR} - - - OUT _ 1 CONCRETE c 1 ANCHORS _— ___—_ ;�^ * 1 1 16"O.C. 1 5 * 3 VARIES 3 90' * - © 0 2 ® OUT 6 1/2'MAX.SLACK OUT * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone owl,IIITIIITNN" ©2015 EASTERN METAL SUPPLY. INC. °��•����A:TIC. . BERTHA H W TM Q ' EN a Accordion Shutter System . . . • TLV.BLADE#1 W/OR W/O H.V. WN OW BLADE * �l (/`�•*- TIWT TESTING & ENGINEERING COMPANY American Shutter $y,StemS �,_ DEuxWnoN DATE DRAWN BY: M.L 6355 N.W.J6N.$L,Ste.3(l5,VIRCINN GMDai6,N1.ORRA W16 Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF = 4268 Westroads Drive 2 Phone:(3D5)871-1530.Fax:(305)871-1531 DRAWING No Oc FCORIDP •'��`, a mein--iiy1— West Palm Beach, FL 33407 3 15-085 ��i F'• •\����� WALTER a nLLfT Jr.P.E. 4 x7j7 ss/� A��,N` FLORIDA Ua II'44167 s SHEET P.E. I {d AiU�2E/DATE L 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK ft HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS W 1 HV BLADE SEE END CONNECTION DETAIt.S ON SHEETS 10 & 18 INSTALLATION i HV BLADE ou- IN e)' E`=" """ �E0 M,�,.I,DIcA,&O ON S,E,6, W/ HD CENTERMATES Fo-uT 3�3 AS wELL AS UNrvE72ruN,FLOATING BLADE�DEFNL HOD–Hvb, ©w®w®•U7 w$�oe la.Qv INDICATED ON 11115 SHEET.M DE USED W 1704 ALTER INSTALLATION MTAIL ING SHOWN,NTHIS SHEET. SEE END WA_L CONNEcnnM DETAILS ON SN ETS 10 h 1 a i ©-o-o4-o-ow (.J Ts ALLD,D N.DN. AHc�w z),J-.Tsxon I 35* 35 Rs ro oa+c,mE e E--'—__,____._—_,______—_.—____._____ (DI'I,DN$) 4* (alTarw� sxsmTT,� i 8fasac ts,x�itn+�. * ---------------_-- ---- 3 -( u Enol AwE,(rrP) 3 3D HV •.T.. IN (4)ILV. S IN`- (4) LOCK (INSIDE) iNS 1-7� PINS(,rna SAE - i — — ------------- - — — — — -- .. 5� 5 zs 1 zs 1 t 5 35 OUT 31 ox3 33 3i ax� 31 ox 32 31 oR 2 / * 35 SEE NOTE 6 FOR HY LOCK 1/4" 0--20 X 1 1/2" S.S.M.S. 4 35 (CKWAAL) ®' * W/ 7/8"0 x 3/32' WINGNUT. (OPDONAtJ HDB—HVB OUT �1p_C-HVC r Loan,ON slnxr 5. SYMMETRICAL HD CENTERMATES HV "T" LOCK (OUTSIDE) 26 5YMME7R1CAt HD CENTERMATES t SERIES 9444 ALuvwuu VG* LOCK (EXTERIOR,) W/ a LOCK (INTERIOR) (ZDZ–T3 ALL"LARGE—TNW , �Ia w•(Y0..���-w a®�•w.oO o�O a ww-0 a NUP PART/D620. ASMANUfAM iPRSWPEre NEW JERSEY mora OR EQUAL 3 SEE NVIF$ON LOCIDND Roos(D ©gxo®U�Ox s,atTs V—RNi Au CDDD"JLUES Arn DONS Nm aADEO HDD-HVD** FLOATING STACK n 1 FLORIDA BUILWA CODE(Ron High Velocity Hurricane Zone 0 2415 EASTERN METAL SUPPLY,INC. ,:®. BERTHA HVTM VIL E }k,<. . Lli1 n,�,,, Accordion Shutter System EIV.MADE 11 W CR W/O KV.WINIM BLADE American Shutter Systems Ev.N DESCRIPTION DATE DRAWN BY-. M.L `s o TATE DF : TICCIT TESTING & ENGtNEER1NG COMPANY 9. ((,a 6365 N.w.4444.SL.file Sas.VIRGINIA cARDEI+s nDxw xT,fi Association. Inc. , oLo t t-ts2 a/)a/)s DaE 4lts/T5 • Phone:(3Q5)671–S5J0. (30.5)871-155! 4268 Westroads Drive z i�tS'$ rnwEB�OD06719Lwm West Palm Beach. FL 33407 a DRAWING No /4A �OiVAL ti ��`` WALTER A.Thur Jr_P.E. 4 15-085 jtft 11 1 1 TTltl FLORIDA Uc.{44167 5 SHEET P.E. SE�t�SIZ AATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OONGREtE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED ,—EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISRNG CLASS -(7 2" IN EXISTING GLASS ® 16'O.0 — r ,' -S — —-� MIN.SEPARATION i — 2"MIN. r 70 MASS(SEE Ir i i MIN.SEPARAMON E ON HEFT TAN.SEPARATION I MN.SEPPANTON EQ EQ ro lA�(sTF It FOR BLADE RAND TO Mass(SEE I ro MAA(� i i SOGDInE OF7 9fEET 1/16"x3"MAX. ON SHEEP 19 FOR SCHEDULE ON SHEET SCHEDULE ON SHEET1 11 FOR MADE RAND (6063-T6)CONT. LaAm(D � ON MADE 79 DA 1/� I 11 FOR g¢ET� (LOCATE AT 1 ON SHEET 19 FOR ALUM. CLOSER BLADES BU 01.9 (LOCA SIDE BLADES 0 PLATE (LOCATE 1/2 OF 5 AT EITHER SIDE MIN A 1 1 1 "MIN. OF(D) I 4•USE 1"OR 2"MAX. #100/2"S.M.S. ALUMNULI ABLE x2CUP)ANGLE "x0-2" 1 (,<tOxi/2"S.M.S. ® 16"O.C. ® 16'O.0 (6063-T6 ALLOY)AT MIOHE1; 4 (1) #10x1/2'S.M.s.To®& 4 (2)1/4"0 TAPCONS ANCHORS TO SEE DETAIL X FORD WALL AT 1"O.C. (LOCATE AT 5 jOR ® OTHER s1oE of®) FZ SIDE CONNECTIONi OR & SEE DETAIL X FOR OR � TO TRACKS SEE DETAIL X FO 4 SIDE CONNECTION w®^+ •�w® 0•®°°T°TRACKSSIDE COECTiO ONTRACKII S ©•7O•©m©•O7 •®m ©•Q7 •©m©•70•®w ®.®m7®•�w®.©w _ ©.®wl©•®w®,®w,R'�,, ®'®wpETAI wp® ACTION ETAI s w®® END CONNECTION DETAIL 03 END CONNECTION DETAIL® END CONNECTION DETAIL END CONNECTION DETAIL 2Q d•REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' POURED CONCRETE OR ERISRNG CONCRETE BLOCK WALL 4 ————— EXISTING GLASS REQUIRED GLASS 4 $1 1MIN.SEPARATION ——————— a 16 C./2"S.M. INN.SEPARATION D y b—_ _--- SHEET - 6 OR 8 OROOR HED.LE ON1111 FOR BLADES D CONC ETE 1/2"MIN. SCHEDULE ON SHEETTo GLASS _______ ____ ON SIREET 19 FOR ANCHOR® 11 FOR E1ADEq)AND 4 ------ _____ i OR OR OR ONCREf EAOFS &Q� 12"O.C. i 5 SHEEr 19 FOR BLADES O&a ____ _ OR@ ANCHOR O I6" 1/2"MIN.— .C. O.C. _1/2-MIN. --- EO () OR®OR(BOR 2"MIN. 2"MIN. SEE LIMITATIONS OF USE FOR VIEW Y BLADE I@ ON SHEET 19 ©OR 1 3 OR�OR�OR� 5 1 OR ®- PLAN 1 OR ®' ©m ®w© 07 m® +D ®w DETAIL X POURED CONCRETE OR ®w®m©•Ow©m+°•®m ,D.®mp.®m©.®w END INSTALLATION CONCRETE 8�Cll' ©•O•©w©•O`®w n HV BLADE-OR I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CO ®'®m Qs•®w@'@-@'@ END CONNECTION DETAIL© w� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY.INC. �CENo, �9 BERTHA HVTM ��z 7EC Accordion Shutter System L ® 1 N c. ■ ■ ■ H.V.BLADE#1 W/OR W/0 RV.WINDOW R-ADE American Shutter Systems EV.No DFSCIwTIMN DATE DRAWN ICY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 STATE OF = z 055 N.M.35W.St.,Ste.JOS.VMGMM GARMMS.FID 3316C4268 Westroads Drive z 9•• Phone:(305)871-7530.Fox:(305)871-1531 DRAWING No ,cc'•.• ORID a—=it;Bo® ltecool. West Palm Beach, FL 33407 3 ���''oss/ONAtE ` WALTER 0.�LLfr1Jr.P.E.9 4 15-085 �r '(LIJ�gI�Atf1URE/DATE F+oROA Lc #44 67 6 SH 10 P.E. OF 20 SCHEDULE #1 SCHEDULE 42 SCHEDULE #3 MAXIMUM SHUTTER SPAN'' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" mAximum SHUTTER SPAN*"L+" • NOTES: ft.. FOR INSTALLATIONS W CA OR "L ft. FOR INSTALLATION LEGEND NOTES- (ft.). / ( ) R "L-" (ft.) INSTALLATIONS CENTERMATES. ® &® or or INSTALLATIONS W/ SIN W SYMMETRICAL. C ECONCREFE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or & &�W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or Or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® ® ® OR W/ NO LOCKING WALL A, B. C. D. E. M, N. 0, P, 0, A.S.D.DESIGN PRESSURE RATING. CENTERMATES ®&®W/ ONE HV 'T" W/ NO LOCKING RODS ® ODS A�;� MOUNTING F, K & L R. S. & V. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,It) (VALID FOR MOUNTING tL!.1 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.it) SHEET 7) FLOOR/CEILING G. H. I, 11, J T, U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: nn CONCRETE&WOOD MOUNTING CONCRETE&W000 INSTALLATIONSIC) MnwMUN MAXIWM CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. A.S.D. DESI .INST TATIO IS 0.DESIGN S.D.ADESIGN ASD.DESIGN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CBUNG W1ESSURE WALL MOUNTING PRESSURE / GIVE A N MAXIMUM SPAN 'L+"FROM SCHEDULE. RATING MOUNTING RATING & RATING FLOOR CEIUNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, I•> FLOOR/CEIUNG MOUNTING (p.�L7 OR DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE. C.OR-) (r OR-) (�OR-) FLOOR'WALL MOUtlI1NC L+ (ft) L-(IQ L+ (IQ L-(RJ L+ (R) L-(R) L+ (R) L-(IQ 0 MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OR LES 4 (ft) 16'-0' 16'-0" -(III 30 16'-0" I-(ft) 30 16'-O' .16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MW(IMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND "L-'- 35 14'-10" 14'-10" 15'-2' 16'-0' 35 14'-10' I4'-10" 35 15'-2" 16'-10' 40 13'-10' 13'-10" 14'-2" . 15'-2" 40 13'-70' 13'-10" 40 14'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-I' 13'-k" 14'-3" 45 13'-1" 13'-1" 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" 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' it'-10" 12'-1" 12'-11' S5 11'-10' it'-10" 55 11'-1' 11'-11" SHALL BE AS INDICATEDON MANDATORY CONDITION Q2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE SHEET 5RATING: 60 11'-4" 11'-4" 11'-7' 12'-4' 60 11'-4' 11'-4" 60 10'-2" 10'-11' NOTE 85. . 65 10'-10' 10'-10" 11'-1' 11'-11 65 10'-10' 10'-10' 65 9'-5" 10'-1" DETERMINE. L7+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6" 10'-9" 11'-5' 70 10'-6' 10'-6' 70 8'-9" 9-4' L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1' 10'-1" 10'-4' it'-1' 75 10,-l", 10'-1' 75 - W-9" ttEXCEPT THAT MAXIMUM SHUITM SPAN'L+'OR INSTALLATIONS. 80 9'-10' 9-10" 10'-0" 10'-960 9'-10" W-10" "L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 10'-5' 85 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" '-3" 9'=5 - 90 9'-3' 9'-3" SHALL BE UMEIED AS FOLLOWS: DETERMINE: I- CONNECTIONS TO KEYSTONE MOUNTING L7-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9" LIMITED TO +64•-72 p.s.f. AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 10(7 W-9` 8'-4" 9'-0' W-7" 100 8'-9" 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11' 8'-9" 9'-h" 105 B'-7" 110 8'-4" 7'-7" W-7" 9'-2' 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7'-3" 8'-4" -11" 115 8'-2" -3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L7+ "L2+', "LI-"AND "L2-" 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" 8'-0" 8'-5" 125 7'-10" W-B" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10" 8'-1' 130 7'-8' 6'-5 WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 135 7'-7" 6'-2" 7"-9" 7'-9" 135 1 7'-7" W-2" 140 V-5" V-11- 7'-7- 7'-6" 140 7'-5' 5'-r1' ASTM E-1996 SEPARATION 145 7'-3" S'-9" 7'-5" 7'-3' 145 7'-3" 5-9" TO GLASS 150 7'-2" 5-.7" 7'-4' 7'-0" 150 7'-2" 5'-7" 155 7--o- 5'-5" 7'-2" 6'-9' 155 T-0' S'-5" 1 THRU 3 1" 160 6'-11" 5'-2" 7'-1- 6'-7" 160 V-11' 5'-2" 165 6'-10' 5'-1" 7'-0' 6'-4' 165 6'-10' 5'-1' 170 6'-9" 4'-11" C-11' 6'-2" 170 W-9" V-11' 175 6'-7" 4'-9" 6'-9' fi'-0" 175 6'-7" 180 V-6" 4'-e" 6'-B' 5'-10' 180 6'-6" 4'-8" 1O H V B LA D E 185 6'-5" 4'-6" 6'-7" 5'-8' 165 6'-5' V-6' 190 V-4' 4'-5" 6'-6" 5'-6" 190 6'-h' 4'-5" 195 6'-3' 4'-3" 6'-5' S'-5" 195 6'-3" 4'-3" 200 V-2' 4'-2" 6'-4" 5'-3" 200 6'-2" 4'-2 zos 6'-1' 4'-1" e-3 s-7 205 6'-1 a-1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA H1/TM I L, E CO LaA.S,,S■A, Accordion Shutter System FLV.BADE#1 W/OR W/O H.V. NINDOW BLADE American Shutter Systems EV.N DESCRIPTION DATE DRAWN fir.M6ELY. G. * TILUT TESTING & ENGINEERING COMPANY E Association, Inc. t OLD 11-192 4/13/15 OATS 4/13/15 - 63W N.W.J61h.SL.Ste.W5.VRGPIN GARDENS.FLURUA JJI6 Phone:(305)871-1530.F0.:(305)871-1531 4268 Westroods Drive 2 DRAWING No SIA714 —0:tilt.-C-.com West Palm Beach, FL 33407 3 O'..FCDRI4P.•'��.� E6-�6719 , 15-085 �F �\`` WALTER A.TIDJT Jr.P.E. RORIOA U.#44167 5 SHEET IS!Fi,S lJiM3 ,61?�E/DATE 6 11 OF 20 . 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SCHEDULE FOR A GNEN MAX SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATBE PRESSURE RATING AND A CORRESPONDING MOUNNNG TYPE FOR CONCRETE OR CONCRETE BLOCK DiSD ISI ATIONS (SEE MOUNTINGS C G•&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: _POURED HOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Ac-3 ksi) UALOMUM @WALL SILL MOUNTING ©CEILING MOUNTING H@FLOOR MOUNTING - 1/4 0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.fie 3 ksi) SPAY ANCHORS SPACING I F_GEND - 1/4'0 x 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f.=3 ksi) (R) DESIGN NEGATIVE PRESSUM RATIND(p=N SD.DESIGN NEGAIK PREMRE RATING bd) SD.DESIGN 19.L1TIlE P RATING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. Ye-2 ksi) 70 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 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 ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. 14+12+11-0+998 12 l0 9 8 B 6 5.5 14 12 l0 9 B 11 6 6 14 12 10 9 8 6 5 THREADFORM TECHNOLOGY (Min.f'c=3 ksi) 3'-0" 14 12 10 9 8 8 6 6 14 12 10 9 B B 6 6 14 12 10 9 B 8 6 6 ALL POINTS SOLID-SEr OR LESS 14 12 10 9 8 B 6 6 14 12 10 9 B e 6 6 14 12 10 9 B e 6 5 BLUE TAP'W/CAP NOTES: 74 12 10 P. 8 8 6 7 14 12 tO 9 8 B 6 6 14 12 10 9 8 B 6 6 A7) MINIMUM EMBEDMENT INTD POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 Iz 10 9 B 7 55 35 14 12 ID, 9 8 B 6 6 14 12 10 9 8 e b 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4•-0" 14 12 10 9 8 8 6 G 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 4 14 12 10 9 B 8 6 4s 1a 12 10 9 8 6 4 75 A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EABEDMENT 14 12 10 s 8 8 6 4.5 14 12 10 9 8 8 6 ss 14 12 10 9 8 8 6 4S 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 U ATIONS OF USE FOR 14 12 10 9 a 55 J5 - 14 12 10 9 8 0 6 5 14 12 to 9 8 7 6 4 9lADE ON SHEET 19 1"MINIMUM FOR WALLS WITH NO STUCCO. 5-01 14 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 SS 14 12 10 9 8 8 6 45 14 12 10 9 e 7 4 - 14 12 10 9 8 65. 5 3.5 14 12 10 8 BS 5 35 3 A3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE OUSTING WALL OR FLOOR, 14 12 t0 9 B 7S 4S - 14 12 10 9 a B 6 I5 14 12 10 9 B 6 4.5 75 ANCHORS SEWN BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 74 12 9.5 7.5 6.514.5 - - 14 12 10 9 8 7S 55 4 14 12 10 9 B 6 4S 35 NOTES A.)&A2)ABOVE FOR INSTALLATIONS ON-VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" t4 12 10 9 e 8 6 - 14 12 t0 9 e 8 6 5 14 12 10 9 8 TSS 'S 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 17.515.5 J - 14 12 10 8.5 7 55 4 3 14 12 8 TSS 55 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ' 14 12 10 9 8 6 - - 14 12 iD 9 8 6.5 5 .75 14 12 1O 05 8 5 4 - - 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 8 65 5.5 3 - - 14 12 10 9 8 65 4.5 35 14 12 10 8 7 5 3.5 3 - 1/4"0 x-3/4'ALL POINTS SOUD-SEI ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7'-0" 14 12 10 9 B B - - 14 112110 9 a 7 5 4 l4- 12 10 9 7-5 SS 4 3 _ 1/p"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. [14 12 70 8 6-5 4 - - 14 12 9 7S 6 4.5 3.5 - 14 10.5 7 5S 4.5 3.5 - _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 12 10 8.5 7 4 - 14 12 10 9 7S 55 4 - 14 tz 9 7 5 a.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 11 7 5.5 4.5 - 14 12 1D 9 7.5 55 4 14 12 9 7 6 45 3 12 10 B 8 6.5 - - 14 12 1D 9 8 6 4 - 14 12 10 8 5 3S - NOTES: 2 055.5374 12 8 65554 3 - 25 9.5 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPGON 12 95 75 6 14 12 9S B 6S 5 - 14 12 8 68.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 95 6.5 5 35 - - - 14 12 10 8 6.5 5 - - 14 12 B 6.5 5 4 12 10 9 B - - - is 12 10 9 75 4.5 - - 1a 12 BS 7 5.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SEI ANCHORS SHALL BE ENTIRELY EMBEDDED IMO THE CONCRETE BLOCK ND 11.5 75 6 4 - 1'4 11 7 55 5 3.5 - - 11 a 55 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO I4 12 B TSS 4S - - 14 12 0.5 7 55 4 - 14 105 7 55 6 4.5 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 11.5 BS 5S 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 45 35 - - 10'-D" 14 12 10 9 75 - - - t4 12 10 e'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, 14 TDs 7 5 7.5 - - - 13 95 65 5 . 3 - - t0 7S 5 a 3 - - - ANCHORS SEWN BE LONG ENOUGH TO REAGIN THE MAI STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7-515-5 - - 14 11.5 9, 6 5 4 - - 2S 95 6 5 4 4 - - NOTES 8.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 05 B 5 - 14 12 8 6.5 55 4 - 13 10 65 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11,-0" to 12 tD - - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5S 45 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER- 5 ANUFACTURER 125 95 5 12 9 8 45 L S 9 7 45 35 3 - - 14 10 7 - - - - - 14 105 7 5S 4.5 - - - 11.5 8.5 5.5 L5 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 4.5 7 4.5 - - - - - 14 115 7.5 6 5 - - - 12 9 6 45 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12--0" 14 12 10 - - - - - 14 12 5 65 5.5 - - - 17 10 65 5 4 - - - I15 6.5 4.5 - 11 8 55 4 3.5 - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPAGNG 3S 9.5 6 - - - - - 1319.516.5 5 4 - - - OS B 5 L - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 9S - - 14 105 7 55 4.5 - - 11 BS 5S 44 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 105 8 - 14 17.5 7.5 6 5 = _ - 12 9 6 4S 4 = _ _ FACTOR 10 7s 5 4 3 - 7.s Ss 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER.+ 2S 8.5 - - - - - - 12 9 6 4s 4 - - - ss 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - - - - - 13 9S 65 5 - - - - 0.5 75 5 4 - - - - 1 HV BLADE OR DISTANCE THREADFORM TECHNOLOGY MM.SPACING 14 12 - - - - - - t4 105 - 55 - - - - it B5 5.5 4S - - - - E.D. MIN.SPACING=3" MIN.SPACING a 3" MIN.SPACING-3 1/2" MIN.SPACING= 3' 3 3/4" 4' 14'-0" 10 7S 35 - - - - 7 5 35 3 - - - - HV BLADE W POURED CONCRETE& POURED CONTE CaJ�IE BLOCK POURED CONCRETE& POURED CONCRETE&P�CONEFUE CONCRETE HDC( 11.9 e 5.5 t5 - - - - 9 65 45 - - - - - HV WINDOW CONCRETE BLOCK MN,EIl•31/Z. WL ED.•2 1/Y CNN ON ED.=31 CONCRETEQ 3�K NN E0.=31/2"MN EA•21/2' 7.5 - - - - - - - 12 8 6 - - - - - 95 7 4.5 - - - - - 3" 1.0 DSO 1.0 0.78 1.0 0.84 1.0 15'-O• 14 - _ - _ 3.5 10 6.s - - - - - 0.5 s 5 - - - - - BLADE WORKING z 1/z" - o.e1 l.o - - 0.87 1.0 y _ _ _ _ _ _ _ 65 65 4 _ _ _ _ _ 6.5 5 3 - - - - - IN UNISON ♦ - - 10 - - PS B 5 - 8S 6 4 - - - - 2" - 0.71 - OS7 7 - - - _ - 15 e5 5S - - - - 9 65 4.5 - - - - 1 3/4" - 091 - - - 0.43 - 18'-0 14 - _ _ _ _ - - 25 95 fi - - _ - 10 75 5 - _ 1 1/2" 0.35 - - - _ - 9 - - - - - - - B 6 4 45 3 - 035 95 7 5 - - 8 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - - - - p,:.TI..... o z015 EASTERN METAL��Ri��aHVsInc. �ENSF.: TM i- E-co ..- A.S1.S.Aw Accordion Shutter System ITV.BLADE 1 W/CR W/0 ITV. N1t•M BADE f�3J/. ./ ' American Shutter Systems EV. DESCRIPTION DATE DRAWN BY N.L _ TILLIT TESTING do ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 STATE DF r�z 6155 N.W.36N.SL.Ste.=I.VIRGINIA GARDENS,FLORIDA 3316 4268 Westroads Drive z " Phone (305)871-1530.Fax:(305)871-1531 DRAWING NP '�. pF.., OR Gam``; '-mull:tilt-0001.-n West Palm Beach, FL 33407 3 5_08 FS WALTER A.TOLLff1 J,P.E. 4 A,,,AYSION 1AX``\ FLORIDA Uc.Y 44167 5 SHEET P.E. S�E'AL�I�NATURE/DATE 1 13 OF 20 n MAXIMUM ANCHOR* SPACING (jp,) SCHEDUI F FOR A GNEN MAX SHUTTER SPAN A c D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR cowgErE OR CONCRETE BLOCK INS'1'AaAnoNS (SEE MOUNRNGS 1,J.K&L ON SHEEr 7) POURED CONCRETE POURED.CONCR CONCRETE.BLOd( ANCHORS SPACING LEGEND YNOMUY (UWALK OVER& 1 TRENCH Oj RAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING ©WALI./Y/AIJ(OVER MOUNTING SPANTAPCON OR (R) ASD.DMEN NELGIVE Pf855URE RA791G DESIGN KGATNE PRESSURE R4T010 IF. A.S.D.OEM NEGATNE PFOSURE RATM .DLSCH WMTIVE E RATING 6d TAPCON WITH ADVANCED 30 40 60 75 90 120 1W2,05 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 0 a 12 12 12 12 12 15 05 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3--0" 14 72 10 9 a a 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 B 8 8 12 12 12 12 0.5 6 6 4.5 7 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 a 1212 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 72 10 9 0 8 12 1212 12 1.5 85 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 54--0" 14 12 10 9 8 8 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 514 12 10 9 0 8 12 t2 12 SIS B 6 45 3.5 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 5 14 12-10 9 8 8 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 SS 5 5 5 5 5 5 5 5 14 12 10 9 8 0 12 12 72 17 9 7 5 4 7 7 7 7 7 5S 4 3 5 5 5 5 5 5 4 3 -0 14 12 70 8 0 0 12 12 12 12 10 75 5b 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 74 /2 10 9 8 8 12 12 95 75 6 45 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 [142 12 10 9 B 8 6 6 12 12 12 95 8 6 LS - 7 7 7 7 7 7 5.5 4 5 5' 5 5 5 5 5 4 * SEE ANCHOR 12 10 9 8 8 6 6 12 12 1.5_!_2.5 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6,-0" 12 10 9 B 8 6 6 72 12 12 10 8 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 12 10 9 8 a 6 6 12 72 6 6 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 12 10 9 8 8 8 6 12 12 f0 B 65 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 '5 5 45 - 12 10 9 0 8 8 6 12 12 10 8 6.5 5 3S - 7 7 7 6S 5.5 4 5 5 5 5 5 4 3 7,-0. 12 10 9 8 8 6 6 12 12 12 0.5 7 5 4 J 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 12 10 9 0 8 0 6 12 10 65 5 4.5 3' 7 7 7 7 6.5 5. 3 5 5 5 5 5 5 35 3 12 10 9 8 8 6 6 12 12 8S 7 5S 4 7 7 7 7 7' 5 5 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 72 10 9 8 B 6 - 12 12 85 7 55 4 3 7 7 7 55 4.5 3 5 5 5 5 4.5 35 - PSF A.S.D DESIGN PRESSURE 8,-0 12 10 9 8 8 6 12 12 OS 75 6 4.5 35 - 7 7 7 7 7 7 7 4 5 5 5' 5 5 5 5 5 RATING & FOR SPANS PER 1z 10 9 8 a 6 - 12 9 6 45 4 3 - - 7 7 7 7 5.5 4 - - s s 5 s s 4 3 - SCHEDULE #3, SHEET 11 12 10 9 8 8 6 12 i t 7.5 6 5 .75 - 7 7 7 7.5 6 45 - 5 5 5 5 5 4.5 - 12 10 9 8 8 12 15 7.5 6 5 35 - 7 7 6.5 5 4 5 5 5 5 4 3 12 10 9 8 8 - - 12 12 9.5 6.5 SS 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 72 10 9 a 6 - 0.5 8 5 4 3.5 - 7 7 7 6 5 35 - 5 5 5 S 5 4 312 10 9 a 0 12 10 6.5 5 45 - 7 7 7 is 5.S - 5 5 5 5 5 d12 f0 9 0 8 12 OS 7 SS 4S 3I - 7 7 5.5 45 3S - 5 5 5 45 3S10,-012 70 9 a 8 - - 72 11 BS 6 5 35 - - 7 7 7 7 7 7 45 - 5 5 5 S 5 5 5 72 10 9 6 6 - 9.5 7 43 3.5 3 7 7 7 5.5 45 - 5 5 5 5 4S 35 - 14 12 10 9 8 8 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 0 8 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 3S 14 12 10 9 8 8 - - 12 10 7 5.5 4.5 35 - - 7 7 7 7 7 .7 35 - 5 5 5 5 5 5 '5 4 //I'�` , 1` ' 14 12 10 9 0 8 - - 8S 6S 4 3.5 J - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - �I I V BLADE ONLY 14 12 10 11 8 5.5 a - - - - 7 7 7 5S 4.5 - - - 5 5 5 5 4.5 - - - l 14 12 10 9 e 15 BS 55 4.5 3.5 - 7 7 45 3.5 - 5 5 4.5 35 3 12'-0'14 12 10 9 8 - - - 12 95 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 74 72 10 9 8 8 6 4 3 7 7 5.514.5 35 - 5 5 5 4.5 4 3 14 12 10 9 a - 10 75 5 4 7 7 6 5 5 5 S 5 4 14 12 10 9 8 OS 8 5 a 3S - 7 6.5 45 3.5 - 5 5 45 35 3 14 12 10 9 e - - - IS 8.5 6 4.5 3S 3 - - 7 7 7 7 7 45 - - 5 5 5 5 5 5 4.5 3S 14 12 10 9 e 7 5.5 35 3 7 7 5 4 3 5 5 5 4 3 '14 12 10 9 9 9 7 45 .75 - 7 7 SS 45 - 5 5 5 4.5 4 14 12 10 9 70 75 5 4 3 7 6 4 3 5 5 4 3 14,-0"14 72 W-1- - - - - OS 8 55 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - 65 5 3 7 7 5 3S - 5 5 5 4 14 12 10 9 - 8.5.6.5 4 7 7 5 4 5 5 5 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10 9 7 4.5 3.5 3 7 5.5 3.5 - 5, 5 3.5 3 LN /0 - - - - 10 7.5 5 437 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 J 10 - 6 453 7 7 4.5 3 5 5 45 -10 8 6 4 7 7 5 55 5 410 a5 6b 4 35 - 7 5S 3S - 55 35 - 10 - - - - 95745153 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4S 3St0 6 45 3 7 6.5 4 5 5 4 3.5 - 10 - - - - - 7s 5.5 .75 - - - - - 7 7 4.5 - - - - - 5 5 45 - - _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone R A. Tj�"'4, m 2075 EASTERN METAL SUPPLY,INC. 'P BERTHA HVTM /7TI�LFE C® �a�. � � � � Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.WNDW MACE ! ! American Shutter Systems TEV.H DESCRIPnON DATEDRAWN BY: MLL TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 7 OLD 11-192 4/13/15 DATE. 4/13/15 �'- STATE OF 6355 N.W.3618 SL,Sl.305.VI A GARDENS.FLORIDA M16 Phone:(305)871-1530.Far:(305)671-1531 4268 Westroads Drive 2 DRAWING No -.11:5lteco0..1.-. West Palm Beach, FL 33407 3 WALTER A TILLIT Jr.P.E 4 15-085 P.E. SEAL/31QNAPPII�/DATE FLORIDA Lc.8 44167 S SH 14 OF 20 n ALex10.a1)1! ASD DESIGN PRESSURE RATING (12f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE ASD. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). !E�; U B !EE3T IAT E= SOUTHERN PINE No_ SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN_ G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FlR SOUTH 1/2" MIN. COX 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 GG 0.50 W/ W/ MIN. G=0.43 W MIN. G=0.36 MAXINUN WAN(R) 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, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNnNGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P &'Q S&V S &V S&v 891:1 KGM SWR US(}al) MW 1N,RM MMK 8666 M .D3SI IWX MWX W K(pA IESOI MM R=WK mw(M D9011EO16E M5SX WN(p1) D.WI WALK RMIR WM M D.TSI WTaX 9WK WIN W ®91 TWX PERU WK W n DF n NDIIR PFBRFL WIG iI�151L RSOI MD@4'FI®N:WK 1FFM 30 40 160175 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 05 -0'OR 2 10 10 9 8 8 6 6 6 6 6 6 12 10 11019 8 8 6 6 6 6 6 fi 12 10 10 9 8 8 6 6 f43 6644'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 fi 6 12 10 10 9' 88 6 6 66 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 gip• 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 66 6 6 6 5 12. 10 10 9 8 7 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-0' 12 10 10 9 8 6566685.54.5 12 10 10 9 B 5 6 66 ,5 5 4.5 12 10 10 9 6 3.5 6 6 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7•-0' 12 10 t0 9 65 4 6 6 6 .5 C 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 85 7S 8'-0• 12 10 10 7.5 4.5 3 6 6 6 5 4 JL5 12 10 10 6 3.5 - 6 6 5 .5 3S 3 12 10104 - 6 6 .5 36 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1 S 9 7.5 6.5 12 10 10 5 3.5 - 6 6 5.5 5 35 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 3 6 5 3.5- - - 12 12 12 12 12 10..12 12 12 1. 5.5 8.5 12 12 I0 8 6.5 5.5 10'-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 - 6 5 - - - - 12 12 12 12 1.59.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 77'-0' 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - - 12 10 - - - 6 5.5 - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'_p• 12 10 45 - - - 6 6 4 - - - 12 10 3.5- - 6 5 3S- - - 12 10 - - - - 6 5 - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 j,7 &6127.5 7.5 6 5 413•_0• 1210 - - - 6 6 - - 12 10 - - - - 6 4,5 - - - - 12 7.5 - - - - 6 4.5 - 6 4.5 - - - - 12 12 12 10. 8S 7.5 12 12 10 7 SS 4.5 414'-o' 12 10 - - - 6 5.5 - - - - 12 7 - .5 4.5 - - - - 72 7 - - - - .5 4.5 - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 9.5 6.5 5 4 315'-0' 12 - 6 - 12 - - - - 5 - 12 - - - - - 5 - - - - - 66 5 4 - 16,-0' 12 - - - - - 6 - - - - - 12 - - - 8.5 5.5 4.5 3.5- I (1� HV BLADE OR HV BLADE Wf �A HV WINDOW BLADE WORKING IN UNISON® •sEE wrtanDlc DF usT:FDR EIVDE WON 4ff.EET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAU-FLOOR OR SOLID WOOD SOFFIT SHALL 13E AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=655(N.DS) - 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX W/MINIMUM EMBEDMENT 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(NDS.) IXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(NDS.) -MN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF ICG SCREWS AS PER NOS 2012 SPECIFICAMONS. 4.ANCHORS.SHALL BE INSTALLED FOLLOWNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM f3T,ILLI L11 LHHTF,,, Accordion Shutter System A.S.S.A. H.v.BLADE#t w/OR w/o H.v.WNDQw euao>= American Shutter Systems mtEV.Nc DESCRIPTION DATE DRAWN Bt': M.L.M. �3,••�rY TILLIT TESTING & ENGINEERING COMPANY L1 QA167 NW.36N.SL,Ste.305.W6WN GAF✓DENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Ph- (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No -moil:6lkcoocnl.wm West Palm Beach, FL 33407 3 EB-0006719 4 15-085 STATE OF :LU` WALTER A Tlurz J,,P.E. SHEIET FLORIDA U..B 44167 6 15 OF ZO INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & I(% HV:* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & V4•¢TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Cl)& A WORKING IN UNISON APCON WITH ADVANCED _ THIR OFORM TECHNOLOGY 1/4°0 TAPCON OR W/ 1 1/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1 OF THREADED AREA i0 W/1 1/2�Min.PENETRATION OF THREADED AREA TO EXISTING I MN.SEPARATION 1 1 I, ) OR 1 EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO LEAS(SEE O (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4 S.S.61ACHINE I SNEIXAE N SHFfT SCREWS W/ 1/4'-20 NUTS (—11 FOR 9ADE mAND �1R 1 8 ® 12'O.C. & N SHEET 19 FOI2 I Ofl�K � 1•Min. EXISTING 0 BI!•D6O.� EQ E GLASS N - 9 wau l II ORFINISH I IT IIOPTIONAL ..r..���•. _ �', WALL I q ( ,(EXISTING MIN. I FINISH , ) OR LJ EXISTING MIN. ' HEADER REOURED 1 DR®� ) 2'x4'WOOD HEADER REQUIRED 1/4"0 TAPCON OR TAPCON WITH ADVANCED _ THREADFORM TECHNOLOGY W/1 1/2• EXISTING ! MR gpppATION 1 I I I I I 1 Min. PENETRATION OF THREADED AREA TO GASS--I TO GLASS(SEE I MIN.SEPARATION TO GLASS I EXISTING WOOD HEADER. 6—1 SCHEDULE DE(DAhD EXISTING (SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) N SHEET 19 FOR I 2'x4'CONT.SILL SLAM O&,a a PLATE REQ'O. ON HV WALL HEADER INSTALLATION O)HV WALL SILL INSTAL 0 MO HV WALL HEADER INSTALLATION u I !I I O GLASS EXISTING 7 MIN.SEPARATION TO GLASS t I 7 (SEE SCHEDULEOONTSHEET 11) 1 GLASS I I ) EXISTING /_(SEE SCHEDULE ON SHEET 11) 1 EXIS TING 1 NF-� MIN.SEPARATION TO GLASS 1 1 GLASS- ' GLA55—� WOOD PLATE(( SCHEDULE ON SHEET 11) I 1 1/4.0-20x3/4'S.S. < REO'D. 1/4'0-20x3/4'S.S. MACHINE SCREWS l 1 MACHINE SCREWS W/ U USING 1/4'-20 NUTS WALL I .r•t+•1/4'-20 NUTS I I I� ; ® 12'O.C. I I FINISH O.C. 1 j OR® '•°,� 1 OR I® OF6 1 oR 1 - I ) RCa 2•x4'COM. WOOD PLATE 1 �- Min. REQ'D. 1•Min. _ 1/4'0 TAPCON OR TAPCON WITH ADVANCED ( 1 OR� \ I THREADFORM TECHNOLOGY W/1 1/2" 2'x4" Min. PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE IX6TLNG WOOD HEADER. THREADFORM TECHNOLOGY W 1/2° 1/4'0 TAPCON OR REO'D. (SEE SCHEDULE N SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD 7APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL • (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' 1/2 MIN.CD� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH PLYWOOD RED'a. W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS® 16'O.C.MAX. WALL FINIS TTIREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD REQ'D. STUDS PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION (STING MIN.2"x4"STUDS® 16'O.C.MAX.REQ'D. ATTACHED TO STUDS IN 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 UMmo'T NS OF U�OF ©HV WALL $ ILL INSTAL TION F.B.C. BADE 1AJ aN SHEET 1 IA FLORIDA BUILDING COUE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. 1`1`WW(ununupry'��� BERTHA HVTM `,`,�, ���A;rice ��y'• ' IL E C O �M�. A,S.S.�. Accordion Shutter System H.V.MADE#1 W/OR W/0 KV WND0W BLADE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems IEV.N 'DESCRIPRON DATE DRAWN BY: M.L 'A'; 71T' •'* 6355 N.W.]61R St,file.30.5,V1RGPlIA CMDENS.FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 z Phone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No tV9• men:tat-0-1— West Palm Beach, FL 33407 3• e- -0006719 15-085 �.c('.••F�ORIDp',.•��� WALT®ER a nun 3r.P.E. 6 16 OF 20 FLORIDA Lie.B 44167 5 SHEET Itlll ' INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR (I HV & g HV+ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME d)ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4.0 TAPCON OR 4'x8" Min. EXISTING EO EQ 2 MIN. TAPCON WITH ADVANCED WOOD BEAM REQUIRED. EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY >' W/1 1/2'Min.PENETRATION 1/4"0-20x3/4'S.S. OF EXISTING WOOD BEAM OF THREADED AREA TO 1' PHILLIPS TRUSS HEAD TO 0E CERTIFIED BY EXISTING WOOD HEADER. Mi MACHINE SCREWS REGISTERED ENGINEER OR TRUS5NG WOOOD I'L^ (SEE SCHEDULE ON SHEET 15) n I W/ 1/4•-20 NUTS ARCHITECT PRIOR TO EQ EO E E I ® 12.O.C. SHUTTER INSTALLATION. 1/2' 1/2• RAPIER B 2M1' '9 O.C.REQUIRED - 1/4.0 TAPCON OR 1 U TAPCON WITH ADVANCED EXISTING SOFFIT .257• THREADFORt'TECHNOLOGY I 3/4'Max.THK. Max. W/ 1 t/2'Min. PENETRATION EO EO If 14.3/4 EQ -EO 1'x47.1/6'CONT.ALUM.TUBE i '�iI i OF THREADED AREA i0 S.M.S. (6063-T6 ALLOY)W/ I OPTIONPL EXISTING WOOD HEADER. ®6"O.C. I (3)5/16'0 LAG SCREWS TO I l (SEE SCHEDULE ON SHEET 15) 1 or 13 or 15 I © O _. i 1 or 1 or 15 FACH RAFTER OR TRUSS. _'> ,:iI LOCATE LAG SCREWS A7 I MIDWIDTH OF EXISTING WOOD i E%IrnNG MIN 27.4• 1 I I MEMBER, (2'Min.NOMINAL EXISTING HEADER REQ•D OPEN HOLE AT EACH WIDTH)W/2'Min. GLASS MIN.SEPARATION TO GLASS EXISTING I STUD TO ACCEPT I,f PENETRATION OF THREADED 0 (SPF SCHEDULE ON SHEEP 11) GLASS I I 5/16.0 LAC SCREW 41f AREA VALJO FOR I I ' AT CENTER OF TUBE. 111[j{llU{) I INSTALLATIONS WITH 72p.1 I ) 1 I ). MAX.A.S.D. DESIGN LOAD AND l m � N EXISTING I Bert spAPATlar1 I r 9'-0'MAX. SPAN.THIS I GLASS— m IiA4(gE INSTALLATION IS ONLY VAUD S HV WALL HEADER INSTALLATION It PER T Ef➢mM9 1 I SoimIxE o+aw I I I FOR WOOD W/MIN.SPECIFIC I o+s[ET is i0i OR ® t1 FOR�OAeo GRAVITY OF 0.50 AS DOUGLAS BLADES 0A® I g„�(3)&(q 1 GR �� FIR OR SOUTHERN PINE No.2. SHEET 4 FOR TYPICAL SHUITEfi ASSEMBLY OR EQUAL 2-MOUNTING SECTIONS CAN BE COMBINED OHV CEILING INSTALLATION IN ANY WAY TO SUR ANY INSTALLATION. U. HV CEILING INSTALLATION 0��^SEE — OR 1�� MIN. I 1 E 7W.-GLASS(SEh7 I SEPARATION II�SEE SCHEDDULEOONTSHEET ll)-- EXISTING 1M 19 tF TO GLASS I ( 1 1 ( GAS TO SCHEDULE EXISTING Y 1IDN SHEET 11) GLAss—Y I j I I 6 1 PNCHOR I I 8 I I i LOCATION 3/e'ION. tJ(IrnNG I FINISH I I 1/y ®10x3/4•HEXG1J5 WALL S-1 I I I 2•x6•MIN.WOOD 7 3/a ION. WASHER HEAD TEK I DECK REQUIRED 13 OR 2•x6•MIN.WOOD I SCREWS® 12'ox (�O H DECK REQUIRED(110 ) FINISH ALLOWED) , Z• 1' OFGE EDGE,OF DECK 19 EDGE OF DECK _ DECK IF IF APPLICABLE O IF APPLICABLE R-- .CHI 4.0-20x3/4•S.S. APPLICABLE1/4'0 TAPCON OR IWPS TRUSS HEADCON WITHANE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED Yz4"COM. 1HREADFORM TECHNOLOGY W/1/4'-20 NUTS THREODFORM TECHNOLOGY W/ 1 1/2'Min. 2'MIN. SILL PLATE 1/4'0 TAPCONTECHNOLOGY OR 1 1/2* WITH ADVANCED F THREADED 2'MIN. PENETRATION OF THREADED REQ�D. OF 1 1/2'Min.PENETRATION ® 12'O.C. TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED OF THREADED AREA E AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15 AREA UL EXISTING WOOD HEADER.(SEE E%IrnIJG WOOD HEADER. ) SCHEDULE ON SHEEP 15) (SEE SCHEDULE ON SHEET 15) SEE UM�A710N5 OF USE FOR (X)HV WALK—OVER INSTALLATION �V HV 'WALL SILL INSTALLATION RADE`1AJON SHEFT 19 *—HV.FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �`oP����A. TIZZ,� ©2015 EASTERN METAL SUPPLY, INC. ��. CEN F T'�; BERTHA HVTM � S 9�- v - IL. E.0 ® �n�. A■,�■S■�■ Accordion Shutter System ttv.MADE#1 w/OR w/o RV. vnNoav BLADE American Shutter Systems IEV.MI DESCRIPTION DATE DRAWN BY: M.L ,(_!d-• nLL1T TESTING & ENGINEERING COMPANY Association, Inc. , OLD 11-192 4/13/15 DATE: 4/13/15 Z o 1 Uhh Q-` 6333 N.W.J6N.SL,Sts 3W,W2GWN GAfdtkNS,f10R164 33,6 4268 Westroads Drive 2 Phone:(305)671-1530.Fax:(305)871-1531 - DRAWING No UHI(CS••.,• '��\�`� a-mail:6ltew000l—ne West Palm Beach, FL 33407 3EB-006719 4 15-085 ,`s�ONALENG.``` WAL MAL'IT J, :E 5 SHEET P.E. SEALf S'fGwA�URE/DATE a 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r.. N.WOOD SNOS REO'D. 214'YIN.W00G SNOB"Ewa. X90D SNOS. ti. 1/d',TAtt3)x ,J NGLO SNOS. (As APFUCA9E) \ / ANaGR 0 a'or. \ / (AS APwrsDW \ / el,1/z•lux. \ / SLUGS OR -A fIN5i1 ,'• 1/2.2 COX OON TO 1/2-COX v' EJOSIXNG QASS F LIWOOD G'NO ;1+ SNOS OGST. ExiSTING GLASS _ fFDGSONG GLASS '1 / IXISRNC GV35 1 / \ X1/2- W.rox _xx / \ .w.SEPMAttt1 R IOL 97PRAtIW TO Sf t� _+Y-n, 1/z• N.cOx ro°4(s¢ m a � ,/z'ulx.cox - �-u.,'%..'z �;r/•', maws a PL31YaG0. +%=S•.+Kii���y}h'a'�`,. - �= SLNElx2E a 46f MXeOOa. 1 f"=-`-� ..�...,•!,'�•.:�F OR Tit FEORM91LEmNV11 la FFEf Ism ^'•.-15..:.:c.�' ,�I FHIfE mAtO 1/2' ,1flE6VDEm W FkET t9 RA (W63-T6)CONT. Rx�pl 1/2'1n N.CO. Wl 91EET I9 RA wCSme ALU..CLOSER MYWOOD. aA>fsme lei WALL • 9/t6mhR 1 I 9'•L6mh® © 1 2'MIN. PIATE.(to CAIE 1/2• FVuSN / AT OTHER SNE .W OFO) •l1Y 1'eR x'IIAfL �- fA5,.ppUUDtE).251/83q'-Y /10x1/2-SLS. --- A1WwU4 6JP N4E .16 O.C. 016 O.G SYS --- (rA&1-TO Hlan AT I1a16]oR 4 (0 11o:1/z'sxs.rod.e 5 4wm�xmQsmlc D�CSIaGTE Ar 1 OR®♦ SEE DETML z Fo 1 OR®♦ (�J)' 1 OR 90E CONNECTION SEE DETAt-x FGR I aR®♦ ro TFNCKS °Ecwf1a+ecn `DN 4 fy-©'70-OR-®•�' . ®�- O-6 1 •®- SDE CODEC ON ®_[>-©os6TOTRACKS TO TRACKS ©o ©-o o®- ®-©�-©®- ©o ©-©o®- ®•�-©•®-o•©- END CONNECTION DETAIL END CONNECTION DETAIL( ENA CONNECTION DUAIL © END CONNECTION DETAIL 1- W/ REOU6FD IN1Y fSNt SPINS GRFATIA TW,12•-0• DGSItxC 2'.4'YIN.WOOD ,d•0 TAPCON ANONRS r0U55 sTws aEDro j 1 t/z'uuL 1/PO TWMLbN,/�Mw. OIt6 0.0 s.us. ptIS11NG GUSS� PETIEIPATIDN O 12'0.C- PENETRATION O 12.O.C. ro aA Sa: 4 ♦ SEE UM�ATIONS OF USE FOR w��� 1/2-eon. 1��t KR P OR ¢ BLADE 1A ON SHEEP 79 t,Van 13" 3 s�EPr 1 iA I 11 NAa/DEmAtO -- __- rn sm I6 FOt t/z' u. Y ----- 12 __ alusme .4^ _ ---- ---- 1 2-IIW. -_ --- �OR©oR(qOR@ 4P -- -J O R ♦ 5 uw. / OOR W-1 4- 4 'F'i.'.• .C'Y'"'�c•'.:L4SJ7i:. N n..r�:;;!+Y:-S 6OR®ORjiOR � REO ®OR®OR�OR� VIEW Y STUDS%O FiM6N s®-®•Q ©-®- PLAN O.®-�.®u®.® Q•®-®•®-®•® DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone t\1111111 1 1171///I ©2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM . CEN Accordion Shutter System I L E ® 1 la C. . . . . )LV.BLADE#1 W�OR WHO H.V. N1NJ(M BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Iy,x DESCRIPTION DATE DRawn 3k g' Association, Inc. t OLO 11-192 4/13/15 pnTE: 4/13/15 ' TATE OF 6355 N.W.36th.SL.Ste.305,VIRGINIA GARDENS.R 3.316 4266 WeStrOOdEi 1(• lVe 2 O'•, F �� Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No �ORIDP 4`�'` O- fl:DTteao9-1.aa,G West Palm Beach, F- 33407 3 15-085 F'•..• ` E9-0006716 WALTER A.TIL l7f Jr.P.E. P/E.�'3GANNtiI(d�l�'tU\RE/DATE FLORIDAUc.Q 44167 s SHEET OF 20 6 ��^Q�� • GENERAL LMRATION� AND CONDITIONS OF DSE FOR BER71iA l BLAUE ACCORDION S OR WORKING IN 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.- 110 ps.Y. 2.MAX.SHUTTER SPAN:96- 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.O,T.U&W ON SHEETS 16& 17. 2 4 ONLY CENTERMNTES U®(BOTH W/ L�4 OR 2 ARE ALLOWED WffH�21Z g4 OR 5 Y AR ED IN A SYMYAEIi�GL OR OPPO?;fNG IAYIXfL IN CASE OF OPPo`SING YOUi.(`}(N MUST BE INCLUDED ONLY AT ERTFRIOR ACCESS SIDE OF 16 m�j CEMEIEMA E EYP.EA.END ♦ (3"0 HOLES)NDOW BLADE FOR®PER@BLIDDSHALL SPACINONLY GSW A SHOWN ON m OF SHEET OPENINGS SHEET 4 MAX.5 WINDOWS ♦ ♦ OF ANY MIN"3 CLEARHOLEFOR®SHALL BEOR OTTOM EDGE OF HV WIDOW MADE1� ALLOWED AT HV vai WINDOW BLADE 0 0 10 10 (C)FIRST ORBLADE COMIC OUT FROM STARTERS A7 ENDS MAY BE HV WINDOW BLADE m 0 10 10 (D)NV WINDOW BLADE lMUST BE USED ALTERNATE TO A SOLD FIV BLADE 1O THROUGHOUT SHUTTER'S WIDTH. e c ♦ ♦ • ♦ • e ♦ � � • (E)C TES SHALL ALWAYS BE INSTALLED ADJACENT 70 A SOLID FIV T - ♦ ♦ £U°� BLADE CVT AT EITHER SIDE OF THETA. SEE END k (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TRq TAB9 FACE CONNECTION __ ♦ ♦ THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 40 MUST BE DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A FN SETTING TOOL PROVIDED BY ASSA, 10& 16 IYP. dG WC. FULL HEIGHT. $fig, 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME rp rp BUILDINGS ON SHEET 15,AS-Tea BY SPAN ANO DESIGN LOAD(SEE NOTES 4 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE ES OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOT1 &2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) D H TYP TOP&BOTTOM 0> V L@—®—e+(2)) WIND ZONE MINIMUM SEPARATION TO GLASS NUMITED WI 1 THRU 3 EXISTING GLA55Z1- ELEVATION MIN'SEPARATION TO CLASS a 6.zs SEE SCHEDULE ON SHEET IT FOR BADE() ��.--� AND ON THIS SHEET FOR BLADES ------------------ --------- -------�- ------ --------------- 5 1A 1 1 �� MG CENTE EYP. 1 \ 4ANI) MAO 16 -----_��� 5 � � �� 1 EYP. AND srMA�FRt01(cEEREfLMA� (�'�J PLANJ \\ 4 / TYPICAL n BY BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1(1A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ``\`\YYAYLILIILIIIIIIII// ©2015 EASTERN ACETAL SUPPLY.INC. BERTHA HVTM •SER � Accordion Shutter System f7mic ® , 7. \ . FLV. RADE#1 W/OR W/0 H.V. WINDON BUDS TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey, DESCRIPTION DATE DRAWN BY: M.L. �'. 6355 N.W.36N.31.,St..30.5,YIRGWN GARUe15.L1.OWD.1 331 Association. Inc. i OLD 11-192 4/13/15 DATE a/t3/15 STATE OF 4268 Westroads Drive 2 DRAWING No Phone:(305)671-1530.Fax:(305)B71-1531 '.��F •.L�ORIOP •�k�'�` a- I:tilt-9-1— West Palm Beach, FL 33407 3 i EB-0006719 15-085 �♦ cSs '••..••••'G\ �� WALTER A TILUT Jr.P.E. 4 P.E.�'3EAq , t�tl1��E/DATE FLORIDA Uc.♦?44167 6 SHEET OF 20 -777 1 1/2- j INSTALLATIONS WZ J:) HV BLADE & HV CENTERMATES 1 -12.009"M- ':0035 in. ASTM A—"GRADE 40 Min.G S 43b INTO METAL STUD WALLS 083" NLO METAL STU AT _0 V D.C. 114"o NOMINAL Inv_ GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE 3/4-x 6 1/4:-x 0.035-TH[CK 430 FOR f3ERTHA(1)HV BLADE ACCORDION SHUTTER 6063—T5 ALLOY COW GALV STEEL TRACK CHANNEt. O.C.I� -M57M INSTALLATION TO METAL STUD WALLS .0 3000' ASTM A-65 GRADE 40 Min.G-60 I SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED TO STUDSM I �.k. W/(2)#6xi/2"me SCREWS 0 ( 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) INTERIOR&EXTERIOR FACE O.C.2E.-APIP-LIGIA-BILSE. -<D 2. MAX. SHUTTER SPAN: 84" M WIND ZONE )NI. UM ASTM E-1996 SEPARATION 43c LENGTH + 1 EXISTING GLASS MIN.SEPARATION 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS TO GLASS (SEE SCHEDULE) 4. ONLY ENTERMATE 21 w/g24 HV LOCK ARE ALLOWED 1 THRU 3 1. 1/4'�0-20X3�80LT (Trp.) WITH 21 ARRANGED A sYKTmErRicAL LAYOUT. MUST PENETRATE(3c I" USE OF (2) 305 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 3/47.6 1/4-.0.035-THICK Min I EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 373' NT.MV.STEEL TRACK CHANNEE AS APPLICABLE 50" CENTERMATE. M A-653 GRADE 40 Min.G-60 j GALVANIZED FASTENED TO STUDS (2)#60/2"TEK SCREWS ON P43C a 430 n T INTERIOR&EXTERIOR FACE 0 6. 0 6 D.C. 6*D.C. cl:z 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FORI 1/470 ELCO CONSTRUCTION 1/2- 12 8 CENTERMATE 21 APPLICATION WITH BLADE1Q PRODUCTS FAB—LOK HD 4 %CI i/2x 0.035"THICK in.ASTM A-653 GRADE 40 0 6" O.C. COMPONENTS Min.G 60 MV.STEEL - METAL MS WALL HEADER/SILL INSTALLATION - STUDS AT.16-D.C. N�n. VEXII NO nNisH As APPucAeLE SCALE: 3/8- 1' (Typ.Top&BOTTOM) CK CHAWNE L. V_ -ZFXISTING GLASS--- --------- ME.Min.G-6EtiVS 0 �W��2) NIZED FASTENED SYMMET ETRYCALINTERIOR&EXTERIOR FACE IN. SEPARATION TO class 2' 4 4A 4 S W/: 1-11,Q6TERMATES W/:: (SEE SCHEDULE).':M...::" CENTERMATE (..EXTERIOR ACCESS SIQE::'I I::; ..;. ::.,''I (`INTERIOR ACCESS SIDE:-" A 6-(TMP')— IN 3 (6"Min.) 1 4 12 -- --------------- <1 21 --- 21 + t 2 21 21 LOCATED AT 12 HV HEADER/SILL ENDS -------- — VIEW Y 4 W Y3 1/4'(ryp.)— (6"Min-) 24 Vr SIDE CONNECTION TO TRACK -6 1/2"(Typ.) 7- 6 1/2'MAX. SLACK y HVA BVB BLADE SLACK DETAIL HVF HVQ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone,' 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System A,S,S,A. H.V.BLADE#1 W1 OR W10 H.V.\*WW UAW �7 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems 1EV.N. DESCRWUON DATE DRAWN BY. M.L r N.W.38th.SL.Ste.30,wnvmm GARDENS,FLORIDA 33161.-Z Phone (305)871-1530.Fax:(305)871-1531 4268 Westrouds Drive 2 Association, Inc. I OLD 11-192 DATE: 4/13/15 STATF Ph DRAWING No e—il:tifteco0coLcom West Palm Beach, FL 33407 3 E8-00067 9 15-085 WALTER A.TILLIT Jr.P.E. 4 IDA U.j 44167 5 SHEET P.E. 9K7,UjFLOR DATE 6 2D OF 20