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HomeMy WebLinkAboutProduct Approval 07/01/2015-9:58am DanieIG VAProjects\_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 = 160 MPH MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area,(Sq Ft Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TO E ORST CASE'PRESSURES.'WORST CASE'IS Height fight DEFINED AS THE CRI DITI �k WN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 50� 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO Qt�}I&ED fwOR _ ITH THESE TABLES. 61-70 ft -48'6 -48.6 -48.6 -48.1 -47.6 -4 ?2 •I2 -89.1 -89.1 -89.1 -86.6 -84.6 -82.9 -81.4 -80.0 -78.9 2.TABLES VALID 0 •Lrt _ °F ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft +48.6 +48.6 +48.6 +47.7 +46.9 +46.3 +45.7 +45.2 +44.5 3.TABLES VALID F ,E t,. .APPLICABLE REDUCTIONS FOR ROOF SLOPES +48.6 +48.6 +48.6 +47.7 +46.9 + ,3 Q, LESS THAN SO°SHA ° E INEER AS A SITE SPECIFIC CONDITION. -49.8 -49.8 -49.8 -49.2 -48 7 -4 3 4 4 -91.2 -91.2 -91.2 -88.7 -86,6 -84.8 -83.3 -81.9 0.7" 4.IDENTIFY THE B (; E OF HEIGHT.IF THE MEAN ROOF HEIGHT 80 ft +49.8 +49.8 +49.8 +48.8 +48.0 + fib' 46r g ? 80 ft +49.8 +49.8 +49.8 +48.8 +48.0 +47.4 +46.8 +46.3 +45.8 CANNOT BE IDENTIFT. 5. ALWAYS ROUND ' G' LE VALUE OR CONSERVATIVE ASSUMPTION. -50.8 -50.8 -50.8 -50.2 -49.7 -4& .2 -93.1 -93.1 -93.1 -90.5 -88.4 -86.6 -85.0 -83.6 -82.4 6. CALCULATE THE TRI _ _ E OP NING IN QUESTION(HEIGHT*WIDTH)OR 90 ft +50.8 +50.8 +50.8 +49.8 +49.0 +48.3 +47.7 6.8 90 ft +50.8 +50.8 +50.8 +49.8 +49.0 +48.3 1+47.7 +47.2 +46.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -51.7 -51.7 -51.7 -51.2 -50.6 -50.2 -49.8 -49.4 -49.1 -94.8 -94.8 -94.8 -92.2 -90.0 -88.2 -86.6 -85.2 -83.9 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 100 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 100 ft +51.7 +51.7 +51.7 +50.7 +49,9 +49.2 +48.6 +48.1 +47.6 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -52.6 -52.6 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -50.0 -96.4 -96.4 -96.4 -93.7 -91.5 -89.6 -88.0 -86.6 -85.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +52.6 +52.6 +52.6 +51.6 +50.7 +50.0 +49.4 +48.9 +48.4 110 ft +52.6 +52.6 +52.6 +51.6 +50.7 +50.0 +49.4 +48.9 +48.4 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 -53.4 -53.4 -53.4 -52.8 -52.3 -51.8 -51.4 -51.0 -50.7 -97.9 -97.9 -97.9 -95.1 -92.9 -91.0 -89.4 -87.9 -86.6 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 ft +53.4 +53.4 +53.4 +52.4 +51.5 +50.8 +50.2 +49.7 +49.2 120 ft +53.4 +53.4 +53.4 +52.4 +51.5 +50.8 +50.2 +49.7 +49.2 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -54.1 -54.1 -54.1 -53.6 -53.0 -52.5 -52.1 -51.8 -51.4 -99.3 -99.3 -99.3 -96.5 -94.2 - -89.1 -87,8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 130 ft +54.1 +54.1 +54.1 +53.1 +52.2 +51.5 +50.9 +50.4 +49.9 130 ft +54.1 +54.1 +54.1 + 1,b +,50. s +49.9 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -54.8 -54.8 -54.8 -54.3 -53.7 -53.2 -52.8 -52.4 -52.1 -100.5 -100.5 -100.5 -9 67 - T8� - .3 -89.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft +54.8 +54.8 +54.8 +53.8 +52.9 +52.2 +51.6 +51.0 +50.5 140 ft +54.8 +54.8 +54.8 + ♦8, _ 1.0 +50.5 GENERAL NOTES: 150 ft -55.5 -55.5 -55.5 -54.9 -54.3 -53.9 -53.4 -53.1 -52,7 150 ft -101.8 -101.8 -101.8 -9!IO "" t 941 r91 1.4 -90.0 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +55.5 +55.5 +55.5 +54.4 +53.6 +52.8 +52.2 +51.6 +51:1 +55.5 +55.5 +55.5 + , . x'+5Z:8 +51.1 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -56.1 -56.1 -56.1 -55.5 -55.0 -54.5 -54.0 -53.7 -53.3 -102.9 -102.9 -102.9 -100. ' .9 - -91.1 CRITERIA AS OUTLINED HEREIN. 160 ft +56.1 +56.1 +56.1 +55.0 +54.2 +53.4 +52.8 +52.2 +51.7 160 ft +56.1 +56.1 +56.1 +55.0 +54.2 2.8 +52.2 +51.7 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 -56.7 -56.7 -56.7 -56.1 -55.5 -55.0 -54.6 -54.2 -53.9 -104.0 -104.0 -104.0 -101.1 -98.7 -96.7 -94.9 -93.4 -92.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 170 ft +56.7 +56.7 +56.7 +55.6 +54.7 +54.0 +53.3 +52.8 +52.2 170 ft +56.7 +56.7 +56.7 +55.6 +54.7 +54.0 +53.3 +52.8 +52.2 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 -57.3 -57.3 -57.3 -56.7 -56.1 -55.6 -55.2 -54.8 -54.4 180 ft -105.0 -105.0 -105.0 -102.1 -99.7 -97.7 -95.9 -94.3 -92.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 180 ft +57.3 +57.3 +57.3 +56.2 +55.3 +54.5 +53.9 +53.3 +52.8 +57.3 +57.3 +57.3 +56.2 +55.3 +54.5 +53.9 +53.3 +52.8 WALLS AND VERTICAL SURFACES ONLY. -57.8 -57.8 -57.8 -57.2 -56.6 -56.1 -55.7 -55.3 -54.9 -106.0 -106.0 -106.0 -103.1 -100.6 -95.6 -96.8 -95.2 -93.8 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. 190 ft +57.8 +57.8 +57.8 +56.7 +55.8 +55.0 +54.4 +53.8 +53.3 190 ft +57.8 +57.8 +57.8 +56.7 +55.8 +55.0 +54.4 +53.8 +53.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -58.4 -58.4 -58.4 -57.7 -57.1 -56.6 -56.2 - -107.0 -107.0 -107.0 -104.0 -101.5 -99.5 -97.7 -96.1 -94.7 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft 0 ft COEFFICIENTS LISTE N 11,V. B_ _. ND VERIFIED BY THE GOVERNING +58.4 +58.4 +58.4 +57.2 +56.3 + +53:: ,r +58.4 +58.4 +58.4 +57.2 +56.3 +55.5 +54.9 +54.3 +53.7 BUILDING DEPARTM �. RM° H'OEDEi.R, RRANTY FOR APPLICABILITY OF TABLE -58.8 -58.8 -58.8 -58.2 -57.6 -5 [I t T9 -107.9 -107.9 -107.9 -104.9 -102.4 -100.3 -98.5 -96.9 -95.5 VALUE USE IS OFFERp 210 ft 210 ft 5.THIS SPECIFICA 0 I Q Tu ER ANY PRODUCT APPROVED +58.8 +58.8 +58.8 +57.7 +56.8 + .0 c +58.8 +58.8 +58.8 +57.7 +56.8 +56.0 +55.3 +54.7 +54.2 CERTIFICATION. RE R EPARA MITTED TEST CRITERIA AND OTHER 220 ft -59.3 -59.3 -59.3 -58.7 -58.1 -5:fi 1 •7 -108.8 -108.8 -108.8 -105.7 -103.2 -101.1 -99.3 -97.7 -96.3 APPROVALS FOR DE G � TION, MATION AND APPLICABILITY OF THESE TABLE +59.3 +59.3 +59.3 +58.2 +57.3 + .2 220 ft +59.3 +59.3 +59.3 +58.2 +57.3 +56.5 +55.8 +55.2 +54.6 VALUES WHICH IS T B, V Y O `_. CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL -• 0 v, TEM ORDINANCES. 230 ft -59.8 -59.8 -59.8 -59.2 -58.5 -59. '= '8 230 ft '109.61-109 6 -109.6 -106.5 -104.0 -101.9 -100.1 -98.4 -97.0 7.NO CERTIFICATIO „r- •_,2 1N OF THE HOST STRUCTURE. +59.8 +59.8 +59.8 +58.6 +57.7 +56.9 +56. 5.1 +59.8 +59.8 +59.8 +58.6 +57.7 +56.9 +56.2 +55.6 +55.1 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -60.2 -60.2 -60.2 -59.6 -59.0 -58.4 -58.0 -57.6 -57.2 -110.4 -110.4 -110.4 -107.3 7104.8 -102.7 -100.8 -99,2 -97,7 AFFIRMATIONS ARE INTENDED. 240 ft 240 ft a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF +60.2 +60.2 +60.2 +59.1 +58.1 +57.3 +56.6 +56.0 +55.5 +60.2 +60.2 +60.2 +59.1 +58.1 +57.3 +56.6 +56.0 +55.5 -60.7 -60.7 -60.7 -60.0 -59.4 -58.9 -58.4 -58.0 -57.6 -111.2 -111.2 -111.2 -108.1 -105.5 -103.4 -101.5 -99.9 -98.4 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 250 ft 250 ft DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +60.7 +60.7 +60.7 +59.5 +58.5 +57.7 +57.0 +56.4 +55.9 +60.7 +60.7 +60.7 +59.5 +58.5 +57.7 +57.0 +56.4 +55.9 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. -61.1 -61.1 -61.1 -60.4 -59.8 -59.3 -58.8 -58.4 -58.0 -112.0 -112.0 -112.0 -108.8 -106.3 -104.1 -102.2 -100.6 -99.1 ROOF EAVE HEIGHT 260 ft +61.1 +61.1 +61.1 +59.9 +58.9 +58.1 +57.4 +56.8 +56.2 260 ft +61.1 +61.1 +61.1 +59.9 +58.9 1+58.1 +57.4 +56.8 +56.2 ROOF -61.5 -61.5 -61.5 -60.8 -60.2 -59.7 -59.2 -58.8 -58.4 -112.7 -112.7 -112.7 -109.5 -107.0 -104.8 -102.9 -101.2 -99.7 I 1 I HEIGHT 270 ft +61.5 +61.5 +61.5 +60.3 +59.3 +58.5 +57.8 +57.2 +56.6 270 ft +61.5 +61.5 +61.5 +60.3 +59.3 +58.5 +57.8 +57.2 1+56.6 5 -61.9 -61.9 -61.9 -61.2 -60.6 -60.0 -59.6 -59.1 -58.8 -113.4 -113.4 -113.4 -110.2 -107.6 -105.5 -103.6 -101.9 -100.4 I ® I 4 280 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.5 +57.0 280 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.5 +57.0 5 5 O ® `r -62.2 -62.2 -62.2 -61.6 -60.9 -60.4 -59.9 -59.5 -59.1 -114.1 -114.1 -114.1 -110.9 -108.3 -106.1 -104.2 -102.5 -101.0 v ay QS 290 ft +62.2 +62.2 +62.2 +61.0 +60.1 +59.2 +58.5 +57.9 +57.3 290 ft +62.2 +62.2 +62.2 +61.0 +60.1 +59.2 +58.5 +57.9 +57.3 WALL ZONE FIGURES IS ETRI 0 o REMARKS DRWN CHKD DATE 5TH ED FLORIDA BUILDING CODE ENGINEERING o D C) z ]NIT ISSUE GSS TSB 03/05/12 °o m z m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r O 1 g l EXPRESS {o REV 2014 FBC DGM TSB 06/10/15 ` J "� Lq r _ - C00.AVE OFFICE: 2 - ASCE 7-10 CHAPTER 30 ° �m z m - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 I-ti - z DEERFIELD BEACH, FL 33442 o v a in -P MASTER PLAN SHEET m �' THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 2 pO AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z-y ° z WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM A 0 ADDITIONS.OR OTHER w PERMITTED AND NVALIDATE�OUR CERTIF CATION.NGS TO THIS ENT ARE NOT ASCE 7- 10 N< �,• m o ENGINEERING EXPRESS.COM JOB NAME: q A"C�r Co ,� Mean Roof Height= p MUNICIPALITY: S-l. Loc ,c-- Accordion Type ADDRESS: Manufacture Typo _ # V t CONSTRUCTION&ZONE CONDITION: f" ���{ C/1 OPENING NO. C A —�- CONSTRUCTION TYPE: 4itocc e Cf_.. las�`ce 6-mc reg, OPENING SIZE „two,(OK Igor y (cg, 177 k (as SQUARE FOOTAGE SLAT SPANE�1 �? 1(5-53,x f03 ZONE(4(interior),5(end)) -S —}— 12—. Pressure(psf) -go a-I _M I EDGE DISTANCE ANCHOR SPACING Connection Type TOP TRACK (P (10 Connection Type `1 BOTTOM TRACK Ajo 14 A,71,"(1- t ARI, J TUBESIPOSTS REMOVABLE BOTTOM ANGLE TOP TRACK ANGLE BOT TRACK F}sirEll r LEFT SIDE ANGLE RIGHT SIDE ANGLE l/(� STARTER STRIP ANCHOR TYPE TOP TAPCON BOT. ✓ TOP CRETE-FLEX BOT TOP SOLID:5ET, BOT TOP BRASS-BUSH BOT TOP WOOD LAG BOT TOP PANELMATE BOT Florida Building Code Online Page 1 of 2 -g -.�,.�.-...--.--rf � �-^^.•r r^,��� -< ,t T�,I, �,�� �: "o y�,-. nSstQe. � .�� �-.. � y I rh _. • .. ,%v <•, -72� - MIR 4171 Fl04da L epiarument%f SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map i Links Search Business'/;;, Professibna Product Approval j C r USER:Public User c o• R,gulation Product Approval Menu>Product or Application Search>Application List>Application Detail `�a* T FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1. 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 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.ocif 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:HfloridabuildinR.orv-/pr/or app dtl.aspx?param=wGEVXOwtDavYYHH2vJvx53Mw... 7/15/2015 4 Florida Building Code Online Page 2 of 2 i 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 Summary of Products FL At 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.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 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.Ddf 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. DRW'G. 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 HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVI and HV1A working in unison.See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.r)df Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile. 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 Oacie Next- Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal'address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: sccurityAtt.rwI:s 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.D.)HAS 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. C' CONTENTS c� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF COl V I ENTS BE INSTALLED WITH A DIRECTIONALRY 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(1) & ItAI 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 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 7. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M(1I 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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q $0214.01-03,00715.01-03.11004.01-05,01214.01-05. 00317.02-06,80609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE(1)AND HV WINDOW BLADE hAl AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE ,(WHERE APPLICABLE) -HV WINDOW BLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)13ASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TPS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE AND HV WINDOW BLADE ® 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 014x2.75'AND 014x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WTIN 135.0 ksi YIELD STRENGTH AND 180 ksO TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FIV 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 l.i FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 600.5-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WTIN 50 w 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. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL.WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE Q&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06'779,562.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,779 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY.INC, AREA 3: HV WINDOW BLADE C1A1 ONLY 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT 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 HV 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 1710.6.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY 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 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 DOCUMEM17.CONSTRUCTION SAFELY 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 13Y 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 RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 111111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 2015 EASTERN METAL SUPPLY, INC. /r'''. BERTHA HVTM 9= �' Accordion Shutter System o L ® �■c ■ ■ ■ ■ RV.BLADE#1 w/OR w/o tiv H7NDCW MADE American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 ��.• F ..OF„.• 6315 N.W.361h.SL,St,303•VIRGINIA WRDErm nDROA 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No e-mail:6ltec 0aal m West Palm Beach, FL 33407 s /'''YS/OIL'AL ENG'\`\L1`` WALTER A�OLLR1Jr.P.E. t 15=085 P.E. SEALI�S�MYNE/DATE FLORIDA Uc.1 44167 6 SHEET 6 1 OF 20 7-81 VARIES 1.491' t4.857- V y5- 454' .09 4.999'1 HLA e5 H 90' 180' ST TER HV UNIVERSAL FLOATER QUALIFIED FOR USE WCOVERE TENT 458179 QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT HV BIADE01 1A HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV -T6 ALLOY MPER -SEE LIMITATIONS OF USE OF BLADE IQ ON SHEET 19 BLADE IYp 6063-T6 ALLOY AND TEMPER 3.226• 1.500' 60fi3-T6 ALLOY A TEMPER ,72q• D85" 670' yS 2.670' (�-) 67 1.000' 3.556' " .994' - .670" 2-226• 072 •o �'2 4.897' o o .815' 2.092' H O7 HV ADJ. ADAPTER W/LIP 4.436 1P• ,.37s' 2072". -------' 0.072" s2o 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADED QUALIFIED FOR USE W/ HV ®HV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE 6) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE Qt ONLY. HV RAINGUARD BLADE 1� 6.063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER VARIES _ ^ 1.936' BLADE 1' 1.815 R VARIES 1.936' 6063-T6 ALLOY A D T ER Max c 1.917' o 083' 083• .083' tO .083' .100• n .,25' .060" o r .093' .093'' Ofi0' • A60'o n 670 .060 6 i 1A t,4 m' 670 1.686' L 3.520• 3 520' 3- 670 Brix, 11 HV CEILING HEADER 7® HY HEADER45ILL 13 D CEILING HEADER (SIL 3 Q LIFTED FOR USE W/ HV BLADE(1)ONLY. QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV B DE 1O - 14 HD WALL R USE W f V SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDI QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM BLADE tp ONLY. 6063-T6 ALLOY AND TEMPER T1 COMPONENT A D T1 T2 Em 1' 1' 0.062 Q 2• 5'MAX. 1/8• 1/8' 18 2 5'MAX. 0.192" 0.192 SIDE ANGLES B CCCORNER POSTS QUALIFIED FOR USE W ALUMINUM ANGLES ,9 2.5" 7"MAX. 0.190' 0.190' / HV QUALIFIED FOR USE W/ HV BLADE Q1 QUALIFIED FOUSE W/ FN 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(Hon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. 1 GENS ✓,f �. BERTHA H\/TM - _ 1 L E C® � A■S■S■�L■ Accordion Shutter System KV.BLADE#1 W/OR W/O H.V.WINDOW MADE *= American ShUffer Systems EV-N DESCRIPTION DATE DRAWN BY: M.L. .:�1 TICCIT TESTING & ENGINEERING COMPANY Assoctafion, Inc. , OLD 11-192 4/13/15 DATE a/i3/15 STATE OF 6=N.W.36th.Sl.Sia 305.VIR=A GARDENS,FLOROA JJIG 4268 Westroads Drive 2 Phone DRAWING No (3DS)871-1530.Fax:(305)871-1531 a-mal:6lte 0o 1.aam West Palm Beach, FL 33407 3 15-085 EB-0000719 ''��;oSS/ONAL �`` WALTER A TILLR Jr.P.E. 5 SHEET FLORIDA Lia.P 44167 P.E. S�NJ(LI1/fe1 WA'fC�RE/DATE 6 2 OF 20 4.660' 45" 2.. 3' 1/4"-20E /4-20 ME CAST .0Z34* S.Sms, TH_ HOUSING ENWL 1/4--20- i SAXED PAINTED (2 nV.) TIVREADED IS CAST' !? HOUSING 110"OL 0 FAM- JRUWE-D PAINTED TURN .0 KN, KNOB. 1.325" .318 875" BRASS BRASS C"VER BRASS CYLINDER &KETS(CHROME (CHROME HATED) 21 .G, H CENTERMATE zmykOy PLATED) rr HV LOCK HV MUSS LOCK Q ALIFIED FOR USE W/ HV BLAD &(9 ONLY H-V FLOATING CENTERMATE 6063-T6 ALLOY AND PER ACSFI ED FOR USE W/ HV BLADE I & ONLY 875* QUA E W/ HV 3 FDJ D eR USE QUALIFIEDeR USE W/ W U E 6063-T6 ALLOY AND TEMPER 2 HV CORNER CENTERMATE LA E & 0 ONLY. SLE 'k (9 ONLY. 211LIFIED FOR USE W/ HV BLADEQ)ONLY 250'O.D. 2.674 6063-76 ALLOY AND TEMPER PLASTIC HEAD 1.756* 922' MOLDED TO 4.045- SCREW 2.079' 1.753' L361 AFTER RIVETING U .06 114"A-20 x 3/4" BEFORE RIVETING S.S. THUMBSCREW 114"0-20 RIVNUT* SERIES 9444 WflrM7(2_0Z4-_X3 LARGE FLANGE THIN -.T 2730' I 514MT N PARE0920.AS"FACTU _BY NAGEL L_1-1j CHERRY PAFSIPPENV� OR ED PLAN FRONT aEVAMN HY MALE "T" LOCK CENTERMATE 41, "'54 NEW"VOICI OR ED 'INUAL 27 LOCKER FOR "T" LOCK CENTERMATEQUALIFIED FOR USE W BLADE ONLY HV FEMALE VE K EM -T" -T" LOCK H ALTERNATI, ALL Y�W Q) LOCK CENTERMATE HV USE W FN_ 6063-T6 NO TEMPER QUALIFIED FOR USE QUALIFIED F QUALIFIED FOR USE W/ W BLADEOONLY QUALIFIED FOR USE W/ W BLADEMONLY W/HV BLADE(D ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER , 6063-T6 ALLOY AND TEMPER­ 1.91 1917' n 3.191 A 31 a THUMEITURN 3' 1.0 CYUNDER OR KEY CYLINDER.214'%192 4 .545' 0.875'Min. .125'Max. HD CENTERMATE W/ NO LOCKING ROD HD CENTERMATE W/ LOCKING ROD QDo L QUALIFIED FOR USE W/ HV BLADE Q)& UA QUALIFIED FOR USE W/ HV BLADEO& to F_ 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES, 12"MIN. QUALIFIED FOR USE W/W BLADE 1(J&QA /A-�20 S�M 31/810-16 1 J.130. 6063-T6 ALLOY AND TEMPER A=AL THUMBSCREWS. 0�'(SEE DEIA10 ±1/2- MRN - OR KEY 1-57 Min IMNOER 1.78-M.xl :k1V .LOCKING HD LOCK QU URED FOR USE eV 13LAD I H 3W95 16\4C 6063-T6 ALLOY AND TEMPER 6 V 8"0-16 BY ?_Q AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. 3 LL QUALIFIED FOR USE W1 HV BLADE(D& Z�\, 5 IN TALLATION WILL REQUIRE A 6 HOLE THUMBSC EW VERIES S.S. THUMBSCREWS �'7D;ILILEAT TRACKS FOR PROP5PR MBEDMENT CALIFIED FQ%%UT1W,P,VV BLADE(j) QUALIFIED FOR USE W/ HV BLADE U1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' "k, .............. 0 2015 EASTERN METAL suppLy.INC. Accordion Shutter System �Tjl�DE C O ,mBERTHA HVTm N.• AS,S,A. RV. RADE#1 W/OR W/O N.V.WND[)W MADE LIT TESTING & ENGINEERING COMPANY American Shutter Systems TEV.w OESCR%"Ox DATE DRAWN BY M-L I 8353 N.W.35M,SL,Ste.305,VIRG011A GARDENS,FLORM 3315e Association, no. I OLD 11-192 4/13/15 OATE.- 4/13/15 4268 Westroads Drive 2 h— (305)571-3=.Fa.:(305)871-1531­ —W:tilt..0067*7..L... West Palm Beach, FL 33407 3 DRAWING No 111 EB-019 WALTER A M Jr. '01111 mWO TILLP.E. 4 15-085 1FLORIDA Lic.#44567 5 SHE .C. SEAL/SIGNATURE/[)ATE 6 3 OF 2o SHUTTER ASSEMBLY SCHEDULE FOR 3/8"06 1 HV MHV 41 12 TO SLADE7PCE 625' (D 40 3 cE to .1675' 1 HV BLADE 1 3 i HV WINDOW BLADE .0625' .sono Dx y .0625 .0625' ® HV BLADE 1A `I I' BLADE'S '0 OPENIN -1875' Y ® HV LONG RECESSED NYLON BUSHING 35 G l n KNUCK(TYP)L.E 0625 o.os25' N ©9 HV SHORT RECESSED NYLON BUSHING ~ I .. j ,�a o I FIAT PORTION R1.7 3750' ® HV NYLON HAT WASHER OR 1® ry IOR f .n ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N 47j' 40 I n X X 0.870"x3/16" THICK NYLON WHEEL 3 I I ^LL I N 2 7/8'Mw. HV WINDOW 315"0 CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS I SEPARATION 0625" D3 3.7500" ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR (�} o oPENINcs ON ClJ ERS BLADE r• ER HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 � �0CLFAR7�I _POLYCARBONATE IMPACT RESISTANT HV WINDOW i I i CLEAR TYPICAL HV WINDOW BLADE ll�A AND APS I I ^�'; i 39 1 3EN.T.S. POLYCARBONATE HV WINDOW DETAIL ® DOR ® Or 4@3 3 E NOTE FOR (SEM.IREMENTS) DOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW ' I BAYER MAKROLON 3103 POLYCARBONATE I I 11z'Mw.cl CE RESINS, W-STABIUZED GRADE OR SABIC * HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR Y TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN w! (w i F� j j Q OR ® I (SEE NOTE F ON SHEET 19). I I I i o � (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W HV 1 OR NN j I POLYCARBONATE SOURCES FOR 44 / j j EXTERIOR HV 1� BLADE. TYPICAL SHUTTER ASSEMBLY T,PxM.PROPERDs APPLICABLE R ESUIJ (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT N.T.S. HV PIN a2 Exrr?AT RETII FI GE 07� BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q oo.324 (SEE NOTE FOR SPEMO CRAM Y as M m92 OAU mAn o.DaJ le/uf BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. Die Ir ® 3 REQUIREMENTS) - "=Y i TENSILE YIELD SiR AT ASW Ma 9,500 P.at. 9— p- I I; nE]NR/L STRFNCILI AT lTE1D PBTM 0]90 12,503 pai. 1],100 y,ai (3) HV PIN ©OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® y i F1ExURAL MODULUS AM MO 340,003 p.,j. M.OW pai SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, I' '8j I I 1 I NOTCIDn OW ASW 025e to Fr-m! n Fr-m! SHEET ©0 WHEEL CARRIAGE DETAIL PATE OF OURNM �DIM F;� F; Na.s. X MW ASSEMBLY LAYOUT N.T.S. sDr Irr+ma+ ASM DIM IMT 980'F ASTM 0153 Tl I WRUf H AFTER WEATIOM A on 9302 vnL ae"pal nHV BLADE SOLID & C HV WINDOW BLADE DETAILS 70ME 5n BEFORE WD`nm]`NO A81MM a"1 W. 9980 pal N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```a�PvA"ER A. T/�1/0k ©2015 EASTERN METAL SUPPLY, INC. ��'' �10EN ''•l -,, BERTHA HVTM Accordion Shutter System N 1 L. E C® INC- ■ ■ ■ ■ H.V.BLADE#1 W/OR W/b KV WINDOW BADE f r _ American Shutter Systems IEV.Nc DESCRIPTION DATEDRAWN BY. M.L. TILUT TESTING k ENGINEERING COMPANY 74•= Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/75 ATE OF 6356 N.W.J61h.SL,Sk J06,NROINIA GARDEN&FLORIDA 33I6 4268 Westroads Drive 2 Phone (305)871-1530.F-:(305)871-1531 DRAWING No a-DOa:eltew0.L... West Polm Beach, FL 33407 s � _085 ��`� EB-0006719 a ---� fNNq�ENG`�A� WALTER A TILUT Jr.P.E. P.E.196 t51aMIA�URE/DATE FLORIDA LID.9 x4167 6 SHE 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES: 1.MANDATORY CONDITION jj,ONE W LOCK or(go SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12*ABOVE OR BWW AND FOR INST 0 Sj ANY ELEVATION. W LOCK or 62 OF SHUTTER SPAN FOR SPANS UP To 165". ED TO 0� N U R MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACH 0 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. 2.2E71'0NAL_gWQM&g_MPOSES. UP TO TWO W � 0. OR A�IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PUR LOCKS BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO C84TMMATES @ ORHALL BE As INDICATED ON NOTE (1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. N - i� 3. OPI7QNAL CONDITION J2(VALID ONLY WHEN MANDATORY ONDITION 01 OR LIMITED MANDMIRY CONDITION LOCKING RODS%0 ANRCEFNOT REOGUIRED AT HURRICANE POSITION, BUT MAY PEJUSED�IFD.IREJD�T. 111.04& SHUTTER PERFORMANCE MA _ LOCKING OCKIN RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION JZ*ONE W LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 SHALL BE US.ASMUTS 0 D OUTSIDE R INSIDE LMK, ATTACHED TO T?CORNER CENTERMATE WI(2) 1/4 0-20 x 1/2*LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS HDC-IfVC AT TOP& ED OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, Sit 2 5. AIMMM ID DITION #I 9 MAN METRICAL C X b'A SYM R I ONE ALTERNATE HV CK qq MAY BE USED IN LIEU OF Hill LOCK or�J2 FOR ANY SPAN AND TONS AT ANY ELEVATION.ALTERNATE LOCK @ MAY BE USED AS AN"NSIDE:OR OUTSIDE LOCK.ATTACHMENT OF 1/4-0-20;x3/4-S.S.THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W1 1/4*0-20.3/4'ALUM. RfVNUT AS SHOWN ON SECTION NVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B.MANDATORY CONDITION JZ FOR KEYSTONE MO INCL AIIPQ ONE HV LOCK @ or @ or 0 SHALL BE OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ABOVE OR BELOW 1/2 or SHUTTER SPAN FOR SPANS UP TO 96%AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ or Q)or @ MAY BE USED AS AN INSIDE OR SEE END-J U I I I I U OUTSIDE LOCK,ATTACHED TO 0 or @ SYMMETRICAL CENTERMATES W//(2) 1/*-20 x 1/2*LONG FLAT HEAD S.S. CONNECTION S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ DE OR(p TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS "ON M ,ON SHEETS 10& 8 FULL It H1TYP.EIGHT. OF CORNER --NOTES ON HV "T" LOCKS AND CENTERMATES: 1.SECOND&TERNATE TO MAune7QRy--l—Q- VA!D ONLY FOR W CEN1I221JATE5 12 AND C R E ALTERNATE LOCK MAY E INSTALLED ED IN LIEU EU OF HV LOCKS OR 0 FOR ANY SPAN AND INSTALLATION W'ON AT ANY ELEVATION E LOCK(q,_tAAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER 0,AS SHOWN ON SECTION HVG, SHEET S.WHICH MUST BE CONNECTED TO WICENTTERMATESJS�D @ W/ 1/4*0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32* NGNUT OR W1 1/+-0-24x1 . S.S.M.S. .. INTO A 1/4-0x 5/8*RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' lJ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: OCC W E ALTERNATE No LOCK(@ MAYBE USED IN UEU OF TYPICAL In HV BLADE SHUTTER ELEVATION w Lacxs(23 OR FaR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 8 MAY SE USED N.T.S. AS AN INSIDE OR OUTSILOCK.ATTACHMENT OF NO LOCK 0 TO @ IS W/3 18 X 3/8'F.H. S.S.M.S.,AND INCLUDES REI a AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC,SHEET TO.LOCK MAY BE INSTALLED AT L41DSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS(5 IS COMPLETELY oPnoNAL FLORIDA BUILDING CODE(Nom HWh Velocity Hurricane-zo'..: A.T14 Q 2015 EASTERN METAL SUPPLY,INC. BERTHA HV Tm Accordion Shutter System AnSmSmAn FLV. GLAIX#1 W/OR W/O HAV. WINWW RAEC TILUT TESTING & ENGINEERING COMPANY American Shutter Systems try M Dmmpnon DATEM 6, 'L = o STATE OF 6355 N.W.Mth.Sc,Sk'303.VAGNA GARDENS,MORM W166 Association, Inc. I OLD 11-192 LM-2-aT. Phone (305)871-1530.Fox:(345)871-1531 4265 Westroads Drive 2 -mail:Uftewcoo.com West Palm Beach. FL 33407 3 —DRAWING No WALTER A ES-0TILUT00671J,.P.E. 4 9 — 15-085 P.E. SEA FLORIDA U-9"167 5 SHEET 5 OF 20 CRETE ANCHORS IDURED CONCRETE POURED SCHEDULE ON OR CONCRETE BLOCK 1/4-0-2OX3/4-S.S. POUR CON EET 13) REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE (SEE SCHEDULE ON W/1/4--20 REQUIR:D RM ANCHORS 17(g)oA@g&HE MM UoUNT1NQ@OK SHEET 7) SHEET 1H NUTS a 12,D.C. GONG 3) (SEE SCHEDULE ON SHEET 13) 1. Min. i.,j —'IM/4 _20 . S.S. FEDEQ C ZINF SC r USING 1/4-2D NUTS 0 12,OZ. C.D.* .250'Max, 13 OR @ @ Q 12 OR VIN (SEE ED SH REQUIRED z z D,* OPTIONAL WL Summm - SCHEDULE ON Pw MIN.SEPAPA71ON 70 G TO UASS(SEE LASS M H To?a-NX(DAM) OR 1 EXISTING j GLASS---�—(SEE SCHEDULE ON SHEET 11) a AOIS(D 1 MIN.SEPARATION TO CLASS f—(SEE SCHEDULE ON SHEET 11) DUSTING 1 HV WALL HEADER INSTALLATION @ 14V WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE MH,L SEPARATION TO GLASS EXISTING r—­(SEE SCHEDULE ON SHEET 10— I OR -STING 1IIN_SEPARATION GLASS GLASS (EE SCHEDULE ON SHEET 1IY S ON Sm OPTIONAL & 1/4-M.X. Max. [V 2! OPTIONAL OR @ tet N'A9ttm+ TLIT) X /L EQ 13 aR l:1 1• Min /4-0 20.3/4-S.S. PS'TRUSS HEAD IT/4 0-2 PHILLIPS 2 OR(q MACHINE SCREWS USING /2* CONCRETE ANCHORS TRUSS HEAD iNE SCREWS a (SEE SCHEDULE ON W/1/4--20 NUTS® 12'B.C. NCRETE ANCHORS t/4�20 NUTS 0 12-O.C. EE SCHEDULE OON SHEET 13) POURED CONCRETE SHEET 13) OR CONCRETE BLOCK POURED CONCRETE NCRETE ANCHORS REQUIRED OR CONCRETE BLOCK WALL REQUIRED 8V WALL SILL INSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATION POURED CONCRETE SHEET SHEET 14) OR CONCRETE BLOCK 140TE FOR MMOINATION OF SECIIQNS WALL REQUIRED HV WALL SILL INSTALLATION INSTALLATION DETAILS W1 I-SEE SHEET 4 FOR TYPICAL SHUTTER E.D..EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED N ANY WAY TO SUIT MY INSTALLATION, I I FLORIDA BUIWING CODE{Non High Velocity Hurricane Zone, 0 2015 EASTERN METAL SUPPLY,INC. ........... _XBERTHA HVTm : 'JILFE0 INC. AcodioShutter Sste ASS,An KV.MADEcr #1 W/ORn W/O KV. ym WNDON RADE American Shutter Systems qEv. DESCRIPTION DATE DRAWN 8f,' M.L. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I LO 11-192 0% SATE QF : ? sass n.x. HRcm1AItoRwairs on, 0 _ 4/13/15 DATE: 4/13/15 4268 Westroods Drive 2 DRAWING No West Palm Beach. FL 33407 3 15-085 X CWALTER A.PLUD'J,PX H%V, FLORIDA U.,0 44167 SHEET PZ S RE DATE 6 -OF 20 POURED CONCRETE ANCHORS EI 1 OR C (SESCHEDULE ON SHEET 1J) I ®� ' —O iIMNOa ONCRETE EXISTING i " GLASS---j ISM sw�o REQUIRED i y EDGE OF I IM1 ie� ' m cu- SLAB i sl i 3 0. APGIBLE EXISTING I aIDFS meQ a �(�scNuxnt �I 9 GLA55� � � ox sertxT t0 \ 11 I //�'ii I i ALTERNATE i i 1 i i i i I t EX WSJ E ANCHOR ✓ LOCANON i t 810x3/4•HEX WASHER HEAD i II 11 13 OR,S _ 3/8 AIN. TEK SCREWS 0 12'O.C. i EDGE OF 3/8 NTN. CONCRETE ANCHORS $ SLAB IF 7 (SEE SCHEDULE ON SHEET 13) E I APPLICABLE iiLJ EDGE OF EXISTING I I I I t SLAB IF GLASS i I EDGE OF—a �I i 1/2 111 EDGE OF APPLICABLE D SLAB.IF t /I / SLAB IF APPUCABIE MN 51Paunw '•O• ED. APPLICABLE POURED POURED FIAT HEAD CONCRETE ANCHORS ro aAss CONCRETE D.s CONCRETE (SEE SCHEDULE ON SHEET 14) -{1�£lla(D" POURED--/ REQUIRED REQUIRED I q1 Sj�7 1y FTR 1 OR ® CONCRETE FLAT HEAD CONCRETE ANCHORS Euasma _ REQUIRED E.0. E D.s (SEE SCHEDULE ON SHEEP 14) 11 .TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSP A.S.D. HV FLOOR INSTALLATION t �HV WALK—OVER INSTALLATION SDESIGN CHEDULE PRESSURE PATI;G &FOR SPANS PER © HV CEILING I STAL TI EusnuS J M"To ans'N" CONCRETE ANCHORS NNronais t O (SEE SCHEDULE ON ' -- Iq 15) 1/40 IRBAX TAPCON w/ EEP 'I O I ADVANCED 71REN)R 1 EXISTING . ~w vvLT t0 t I 1 I EXISTING TEDORXDGY OR 1/4'e FVWERS I /4" EXISTING 1 i I �j Sm6Mmt m a4 GLASS-� FASnEME S TAPPER+Nx:HORS W/ MAX. GLASS—i I 1 GLASS �I(a so®6te or+s�ET It) �1 III gy, ro 1 3/4 ON.Eu®tEFM 1 a 6' . I I i III \ �1(s¢SOEDUIE W t Q t O.G FOR up TD 6'-0'SPNJ Am 4.O.G FOR SHVS URMR THAN Ili 1.1 I1111�` I I I 1/4- I� 6'-0'UP TO W-0'NAL APPLY 1 SG4ANT AT EWFt FA NS HEAD 1 I I 1 MAX. (1m.)(SEE NM TT ON SIDES 11 10x3/4-HEX E # , s FOR Ll,)ETA0NS 3/6' MAX. —O3 OR 15 WASHER HEAD t { uw. t I TF_K SCREWS CONT.seAlAli—^I� W I I ® 12'O.C. 14x3/4' HEX H 1 8- �- 1 S. t/4'e-20x3/4'SS NS TEK SCREWS®9'O.C. - --- #14x3/4 S.D.S. _ I I I I 1 44' WNC 1 a•o-20 xuf5 OR 1/456-20 SS.M.S. : (CONCRETE ANCHORSSEE SCHEDULE ON n 1 _ _ 6 a 7O 3/ A 9'O.C. 1 __ _ Mui. :: �'.:•)�: 4 / W/NUT®9'O.C. _ 0 12'O.C. I SHEET 14) EWiNc NON SRtUCNRAI 4______. 17 oR 18 1/2' 1' 1 7 R 18 2.00 NTN.'-si WAu WU(OECURATIVE •7 ..E.D. slit) EDGE OF III SLAB IF. Q14x3/4'F.H.S.D.S. ,•.MIN:,:' �,,F 11t - i'OURm rAI1CREfE 7 8' 1 7/8 APPUCABLE ®9'O.C. - M REQUIRED CONCRETE ANCHORS SEE NOTE 13(b) y D POURED CONCRETE (SEE SCHEDULE ON ON SHEEP 1 SEE NOTE 13(b) D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEP 1 +'•'•' �' ' `• REQUIRED REQUIRED CONCRETE BLOCK OPTIONAL 0DR REQUIRED ®KEYSTONE MOUNTING INSTALLATION CONCRETE O HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION mxvm1N sHur DESIGN PRFSSILiE:i64.-72 lu1 I.tA)@Au11 SItUTTEA APAL7 8'-0' REQUIRED ( HV RAINGUARD INSTALLATIONTHIS INSTALLATION SHALL BE } IMATION OF SECTIONS: s1 REMOVABLE WHEN PERFORMED E.D. EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SPE UMRAT10N5 OF USE FOR 1 SEE SHEEP 4 FOR TYPICAL SHUTTER (S SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS WZ O HV BLADE IN aHr°Zv"n1r". SUIT AFSrrr'A'I srAE�iT°wMNBNED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �`•�`\`���A:.!'.�I AA'A7/4 ®2015 EASTERN METAL SUPPLY, INC. r BERTHA HVTM .�GENSF''✓9' Accordion Shutter System L E C® �a KV. BADE#, Wi DR W/o NV.�IND�MAE American Shutter Systems REV.W DESCRIPTION DATE DRAWN SY. MI- TI T I-TAUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DME: 4/13/15 o'•. 5TA7E OF am N,w.MN.SE,Ste.365.NR(iNA GWOENS,FLORIDA 3316 -mac' kri Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No �l1LiI�' -,n is rote-c-Loom West Palm Beach, FL 33407 3 15-085 S/ONN-'c�\0\ WALTER AOTLLUT Jr P.E 7 94 P.E. SF CSlu"NAtiURE/DATE FLORIDA L�.a 44167 6 SHEET 20 SEE NOTES ON NG ROOS SEE END WALL CON ECTIONAI & 18 o ALTERNATE OCKINCK®o®SHE V LOCKS Ks(D OUT 90 IN EXISTING GLASS INSTALLATIONS W/ 1 HV ** I eIADE SLACK DETAIL INF IS VALID FOR ALL BLADE WZ HV CENTERMATES CENIERLIATES APPLICATION WRH eLADE(D OR SEE END WALL NEN 10•�5°�1©•®�©+1©� EXISTING CLASS CONNECTION S DETAILS ON SHEETS II -- 7 --——————-—— ——————— -------------- 2"x2'xl/8'x0'-2" 1 I ®'®a+O9•13°n 19' 5 3 1/4- 6 1/2• 7• (6063-T6 ALLAY)ALUM. / ©+® OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1 2" rn ANCHORS m CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)& i '10,1/4'5.11.5.0 12" GLASS (4)g1ox1/2'S.M.S.m TUBE I O.C.FULL LENGH (SEE SCHEDULE r. W/ HV LOCK 4 or l'Go) W/ HV LOCK o 25 To AT EACH ANGLE.(TYP) 3 * 3 ON SHEEP it) 35* FIN 0 5 0 90• °' HVB OUT ® � HVC an at 6 + 7 m$ rn 10 0° POURED CONCRETE OR HVA © ® O O O O+© EXISTING G1A55 CONCRETE BLOCK WALL ©+ 7�•Qa©• 7O.1 �I +1 — REOU m 5'®°"�'®�®'©" SYMMETRICAL * s °R 6 + 7 8°^ MIN_SEPARATION EXISTING �+ 7 + O+( -'r----- �cLasS 8 •©°"�*©6a 19+Q �IXIsnN CENTERMATES 6 IN ©`®°"�•®�®`@°" TO GLASS rJ F —J cuss 1 (SEE SCHEDULE I — —"®`® —— * W HV LOCK (INTERIOR) ®•I8 aR Q9•O3 0R 19.OS ON SHEEP 11) MIN.SEPARATION _ TO GLASS I N ®DNAL 3 °^©•®_ (SEE SCHEHEETDULE (INTERIOR) ON SSCHE UL - n4; _—_ _—_—_ _ - OUT 1 `-CONCRETE lL 1 ANCHORS® , -- ----- --- �� * 1 16"D.C. 1 5 3 VARIES 3 90' * m ® `�' 2 m ® O uTl 6 1/2"MAX.SLACK FLIT * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1TIC(/• ©2015 EASTERN METAL SUPPLY, INC. .....114 r� BERTHA HVTM Q EN //++ S Accordion Shutter System ■ ■ ■ ■ KV.BLADE#1 W/CR W/O FIV. IMMOW BLADE American Shutter Systems EV.W DESCWTIGN DATE DRAIN 9Y: ML * _ TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF 6759 N.W.36th.SL.Ste.JOS.YIRGINN GARDENS.FORMA,3316 4268 Westroods Drive 2 �. :ip` Phone:(305)871-1530.F°x:(305)e71-1531 DRAWING No FLOR110- a�.�' °-°O®-0�°®�y O°" West PGlm Beach, FL 33407 15-085 i/A'AA S'S+/O,�•A••.f_� \\ WALTER A.TILDr Jr.P.E P.E. ALApy�iAiC'112E/DATE FlAROA u�Q 44167 6 SHEEr 20 ALTERNATE INSTALLATION W HV "T" LOCK Q HV MALE/FEMALE "T" LOCKS CENTERMATES $ 9 & LOIE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATIONC7 HV BLADE oUT IN ��°�""`` W/ HD CENTERMATES �3 i ( &ADE�J STACK OETF44 M'F,MOGTED ON SHEET D, AS WELL AS U_WSAL FLOATING FNADE®DEFNL HCO-wo, ©m�w S(�•Owbw(O+©w INOIGTED ON 7r11S SHEEP,IaY DE USED WmI TMS ALTMEMR I 7 0•�5 w Q 7�• V F w 14STNIATI N MAR'NVQ SHOWN rN THIS SrIEET. SEE END DETAIIS H ON SSHEETTSS 1 10 0 &I B 2Nr.1r6-.--0 ®•®w 1�9•�w I .� (0063-TBTil- FLGY. CON i wi 35# x 35# (rGP/DOFrar) L L-'-------------- (oPrroNx) 4 (GvmxW g}tfonlz•s-vs TO TD6E Afov/e sus.o Tz' ---------------------- AT rxH ANGE.(TTP) I O.G iilTl LFAQif. * EINJ (4}N.V. 30 "T" 5 3 LOO CK (INSIDE) i PI s ) 111 ,3r4' PNS(t PJ s CTO oK 9FTX s) --- -------------- 5 ----5 1 28 �- :sre• .. 5 35 OUT 3S oH32 33 V 31 GR 32 31 oR 35 31 OR2 *SEE NOTE 6 FOR Hv L=@ V -1/4" 0-20 x 1 1/2" S.S.M.S. "' 35* (O"-*) W/ 7/8"0 x 3/32" WINGNUT. (D4mow)HDB--HVB oUT HDC-HVC r LoacoaON 5Er 5 �*HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CEt3TERMATES SYMMETRICAL HD CENTERMATES �'."l t srs 9444 ALUWNUY }-IV(,'* 26 W,/__ * LOCK (EXTERIOR) W/ 7' LOCK (INTERIOR) SHEET 73 SEW,)IMC,FLMrGE iMN �M�,/O�w_p$�� to•�w FET NUAMR PIAT 0 0 2o, 10�®°q AS ORTI.ACTURED BY Awfl CIIEARY 07054 O.PEQUAL W. NEW JERSEY O O. moss oA E'O4W.. 6 •7 6•7 •0-0.®w®.Q w -- ----------- 8'kT-Q ----------' - 'k:J"�'O°v�•® 3 *sE NarFS mr I4aDNc Iron C, ND®uxrs oN 9,EET s 1 � ##umTu6.L NNTMG 6rwE®Dara rlm-H,o s WFD rLA AL,a9A13lrATLi AYR Ma mnI MADEO HDD—HVD** FLOATING STACK 11Fr FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone C�2015 EASTERN METAL SUPPLY, INC. EW BERTHA Wu �.1 L 1�c� �H,r. ■S.A. Accordion Shutter System k. KV.RADE¥1 w/OR w/o 1tx X3NIJCTW BLADE �?` /r✓�'F American Shutter Systems Ey-A OESCROMON DATE DRAWN er: u.L. ;• TATE DF _ TILUT TESTING & ENGINEERING COMPANY 6355 N.W.36th.SL,Se 3a5,MWNA GARDEN%ft RTA=6 ASS4CIatIOn� Inc. 7 OLD 11-192 4/13/15 DATE 4/13/15 ��, Phone (305)@77-7530.Fox (J05)g?7-1537 4268 Westroads Drive 2 i,�i''S'S+/''•• �lz; �� e-rrw®u0D0g719rim West Palm Beach, FL 33407 3 DRAWING No 4 ONAL �*•�` WALTER A.mut J,P.E. 4 15-085 P.E,rSEFAtf L�I�ATURE/DATE PI.ORaA`"'3 44167 5 SHEET 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL.REQUIRED BLOCK WALL REQUIRED REQUIRED LOCK G EXISTING GLASS EXISTING GLASS — — 2"MIN z CONCRETE ANCHOR------tttTTT EXISTING GLASS _ SS r_ MIN.SEPARATION T +� f 2'MIN. r TO OlASS(SEE MIN.SEPARATION 1 I MON.SEPARATION 1 AIN.SEPARATION SCHEDULE ON SHEET 10 GLOSS(SEE EO EO TO GLASS(SEE 11 FOR RADE 1QAND SCHEDULE ON SHEET1 To GLASS(� i i Sa7fDLAE OB'T 94Ef 1/ SCHEDULE ON SHEET 16'x3"MAX. ON SHEET 19 FOR 11 FOR O 1B ADE Q 11 FOR ILADE 1�AB✓0 (6063-T6)CONT. BLADES & LIN SHEET 19 FOR BLADES Q& 1/2' / ON StiEET 19 FOR ON SHEET 19 FOR ALUM. CLOSER �—/- (ER}IER SIDE I ELIDES�&(D PLATE. (LOCATE 1/27-7 BLADES & 'L 50) AT ETTIIER SIDE MIN 1/2•MIN. OF®) I 4.USE 1'OR 2"MAX. 10x1/2"S.M.S. I _—_—_ (AS APPLICABLE)x2'x1/8"x0'-2' I _—_-- e10x1/2'S.M.S. %OR ____ ® 16"O.C. _—_— ALUMINUTA CLIP ANGLE® 16'O.C. 4 (6063—T6 ALLOY)AT MIOHEIGHT 4 (2)1/4"0 TAPCONS ANCHORS TOSEE DETAIL% FO ®� WALL AT i'O.C.(LOCATE AT SIDE CONNECTION ) OR EITHER SIDE OF®) ) DR ��' SEE DETAIL X FOR OR TO TRACKS ® SIDE CONNECTION ® ®" •�°'® 0•®°' SEE SIDECONNECTION ETAIL X FO 4 ® © � ©n n 6 ]On 8 10.®n TO TRACKS m n 6• 7 a 8 0.©" t0 ®a©.� •®m TO TRACKS 10•®•®n©.®w©.®n 10•®"©'�l9"-©•®^' ©•O7 •©n©_•�7O'®n 6•7O•©m©•O7 •®a Y7•�l.:Jn .�u�.®n ®.®nl©.®n®.©n O.©a O9•®��•�a®•® �•®n®•®n�•®'�® END CONNEC ON DET IL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 END CONNECTION DETAIL 4•REQUIRED ONLY FOR SPANS GREATER T}TA71 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING ��a T--�� 4 �EXISTING GLASS GLASS REQUIRED MIN.SEPARATION 2-1/2'S.M. V TO MASS(SEE ® 16 .C. LAN.SEPARATION 1 L—_—___ — ---- SEE 1�EON SHEET BLADE O CONC ETE 1/2'MIN. SCHEDULE ON 6 OR®ORQOR ON SHEET 19 FOR ANCHOR W - 11 FOR BLADE OAND BLADES Q&� 12'O.C. ) rJ BLADES Q&® 4 ______ _______ i OR 3OR OR) CONCRETE ____ _ ON SHEET 19 FOR ANCHOR EQ A 16" 1 2'MIN. 4 O.C. — _ -1 2"MIN. ----- EQ - --- 6 OR®OR(DOR 2"MIN. 2"MIN. + SEE LIMITATIONS OF USE FOR VIEW Y BLADE I@ ON SHEET 19 @ OR i 3 DR(9OR(9OR� 5 1 OR ®� PLAN DETAIL X 1 OR I�. ©°®n©•fin® 1D•®n POURED CONCRETE OR ®n©•O�®n+p•©� ,p.®n®.®„®.©n END INSTALLATION CONCRETE BLO�L�lALL ,p ®a©. 3�1 R IRE�� �. ©•©" ©.�j .©m 6 �©•O•©�©•O•®n O.O•®a (11 HV BLADE OR N HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION D AIL5Q BO ®nO ®n�On®® END CONNECTION DETAIL© W®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY.INC. �GENs BERTHA HV1M A Accordion Shutter System �----` 1 IL EC ® INC. ■ ■ ■ ■ KV.MADE#1 W/CR W/o KV.WNWIN MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems _N DESCRIPDON DATE OPAWN BY: M.L. STATE OF :'� 6135 N.W.J6N.SL.St..305.MGM CAM M.FORM 3J1 Association, Inc. 1 OLD 11-192 4/13/15 OATL• 4/13/15 Phone:(305)871-1530.Fox-.(305)871-1531 4268 Westroods Drive 2 DRAWING No e-nv1®Qlt—ol.— West Palm Beach. FL 33407 4 15-085 ////// /ONAL�\1\\\\\ WALTER A TRN Jn P.E. P.E. S6'L1�bYG1�` 6RE/DATE FLORIDA le.B 44167 6 SH 10 OF 20 SCHEDULE �#t SCHEDULE !!2 Si U �3 MAXIMUM SHUTTER SPAN "L+" OR "L-" * „ MAXIMUM SHUTTER SPAN l+"' MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS Wj !CA OR "L-" ft.) FOR1NF.Y ATtON Gcr+D � '�O�F$� ® ® v'®r { R "L-" (ft.) INSTALLATIONS _ Ai 1,.` lE _ -- •'—•• _C�URMATF� & or or OR W/ SI W 1 W/ ONE H.V. LOCK or or of �aMEI$1•A HTS CONCRETE &-T i & &+Ey Wj ONE HV LACKS MA(.1SpRy WOOD () L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LACK or®ar! ,k4��'�jc",� POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES & Wj ONE HV "T" wj NO LOCKING RODS OR W/ NO LOCKING LOR LL A, 8, C. D, E, M, N. 0, P. 0, L-: MAX,ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® /YWO LOCKING RODS ®TOP & (SEE NOTES t,ft) ODS A.S.D.DESIGN PRESSURE RATING. LOCK W TING F, K & L R. S, & V. (VALID FOR MOUNTING Q BOTTOM SEE NATES t.ft) SHEET 7 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR /K�, CONCRETE&WOOD ) CEILING G, H, I, 11, J T, U, W & X WALL MOUNTINGS(TOPj8OTTOM) OR FLOOR CEILING: CONCRETE&W000 INSfALLATI0N5 V NAxv�uM CONCRETE TING & M / as.o.olslw asD.ocslor 5i 1 TIONS ns.0.DFscN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PARE WALL MOUNTING FLOOR/CEIUNG PnEMRE WALL MOUNTING FR�EMRE II MOUNTING w' G & RAnND FLOOR/CflUNC NDUNRNG DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. I.OR y) («OR-) FLOOR/CEILING MOUNTING (�PoR i) ft.00R' !OR NotlttllNG rA�tL -- —• DETERMINE GIVEN A EMAXT 61UM SPAN 'L-'FROM FROM SCHEDULE.SURE G• L f {f!) L-(It) L+ (0) L-(R) L+ {R) L-(8) L+ {1!) L-(R) tJ MAXIMUM SHUTTER SPAN "L+-OR -L--FOR 30 OR LES 16'-0" 16'-0' 16'-0' 76'-0- 30 16'-0" 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 3S ib'-SO' i4'-70" 15'-2' i6'-0' 35 35 15'-2• 16'-10" 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND "L-". 40 13'-10 13'-10" 14'-2' 15-2" 40 13'-10• 13'-10- 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' t3'-k" }4'-3' 45 73'-1- 13'-1" 45 13'-4" 14'-3' 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 it'-10' 1t•-10' 12'•-1" 12•-17- 55 it'-10• tt'-70- 55 1V-i' ti'-12• SHALL BE AS INDICATED ON MANDATORY CONDITION J2 FOR A CNEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4• 1 V-4' 11'-7• 12'-4" 60 11'-4' 11'-4* 60 10'-2' 10'-11' NOTE 05,SHEET 5. RATING: 65 10'-10" 10'-70" 11'-1' iT'-11" 65 10'-10- i0'-10" 65 9'-5" 1D'-i" DETERMINE: 70 70'-6' 10'-6' 10'-9' 17'-5' 70 10'-6• iD'-6' 70 e'-9' 9-4' Ll+-MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1' 10'-1' 70'-4- TY-1- 75 TO'-7' IO'-t" 75 - W-9' L2+=MAX.SPAN FOR FLOOR/CEILING MOUNTING ttEXCEPT THAT MAXIMUM SHUTTER SPAN-L+"OR INSTALLATIONS. $ 9'-10• 9'-10" 80 9'-IO' 9'-10' "L-•AND MAXIMUM A.S.D.DMNG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 A, 9'-6' 9- 10'- 85 W-6- V-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: O 9'-3" 9'-3° -1' 90 9'-3" 9'-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-O' 8'-9' 9'-2" 9'-10' 95 9'-0' 8'-9- 1- CONNECTIONS TO KEYSTONE MOUNTING L%-- MAX,SPAN FOR WALL MOUNTING INSTALLATIONS, 100 8'-9' 8'-4' 9'--0' 9'-7' 700 8'-9" 8'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE Lz-=MAX,SPAN FOR FLOOR/CEIUNG MOUNTING 105 8'-7" 7'-11- 8'-9" 9'-4' 105 t1'-7' 7'-11' MOUNTING MON SHEET 7, INSTALLATIONS. 110 8'-4" 7'-7" 8'-7' 9'-2• 710 8'-4- 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE „5 6-2 7-3 6'-4' B'-11• 115 8'-2" T-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L7+',"Lz+', "L1=AND 'L2-- 120 8'-0" W-1/' W-2- 8'-9" 120 125 7'-10' 1.-8' 8'-0- W-5" 125 7'-10" W-8• (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7'--8" W-5" 7'-10" 8'-1" 130 7'-8' 6'-5' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7'-7" V-2" 7'-9' T-9' 135 7'-7" 6'-r WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 140 7'-5- 5-11- 7'-7- 776• 140 7'-5' s'-1r ASTM E-1996 SEPARATION 145 T-3" 5'-9" 7'-5" 7'-3' 145 7'-3- 1'-9' TO GLASS 150 7'-2' 5'-7' 7'-4' 7'-0' 150 7'-2- 5'-7' 155 7'-0' 5'-5' T-2' 6'-9' 155 T-0' 5'-5" THRU 3160 W-11- 5'-2 7'-1' 6'-7- 160 6'-11' S'-2" �� 165 W-10' 5'-1- 7'-0- 6'-4' 165 5'-10" 5'-1• 170 6'-9' 4'-11" W-11" 6'-2" 170 6'-9" V-11' 175 6'-7' 4'-9' V-9' 6'-0' 175 6"-7" 4'-9" 185 6.-6' 4'-6' -8' 5'-10' 180 -6" 4!-8' H V B LA D E 185 V 6' W -5' 4'-6' 6'-7' 5'-8" 185 W 6'-:r 4'-6" 190 6'-4" 4'-5• 6'-6" 5'-6" 190 6'-4- 4'-5' 195 6•-3' 4'-3- 6'-5• 57-5" 195 W-3" 200 6'-2' 4'-2' 6'-4- S•-3' 200 6'-2- 4'-2- 205 6'-)' 4'-i" 6'-3' 5'-1" 205 W-i' 4'-7" FLORIDA 8UU1NG CODE(Non High Velocity Hurricane Zone i\A17LtRt1NlnTIL fu„��y'' 0 2015 EASTERN METAL SUPPLY,INC. . BERTMA HVTM '--. 1�LrE�CO >i,C. A.S.S■A■ Accordion Shutter System FIV.BLADE#1 WOR W/0 FIV. WINDOW RADE . 1 ( TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems MV, OESCROMON OATE ,xiJ sy: ,_Lc• 2 * G3S5 N.W.35U,SL,Ste.JOJ,VIRGWIA GMDels.nMROA 3JI6 Assoclotion, inc. t OLD 11-192 4/13/is DATE: 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 61te noaol.com WeDRAWING No O'•, C4R1� C� Ee-0006719 West Palm Beach, FL 33407 J WALTER A mur Jr,P.E. 4 15-085 ♦1'!Fi`s' l��I�,I E/DATE FLGRDA U.g 44167 s SHEET F7 6 11 OF 20 :� •�: . � •: 1/ � 111 :. :111 :1� :.�� •:' '�,1 • cll� 11' .: • •� Cal •: .�.:al .a• mommm�manoommm��a�oMM MEMMIM 31 mmmmamm� LFmimlommm" m®momovo�'mmvo ®m000vs �mm 'i0000non00000 mmmvoom©0mmmnovommmoommm mmm mmm mmoommoomnoonom mmm000moa�mmvoommmmm000mmmmmmmmmmmmmmoom000000000 mmmomo�ommm000vmmmmvoovo�immo ; Mw mmmmv" om000mom� mmmoom®ommmomo A mm nmp mmm0000Ammmmommm�imm�mtavmmmm0000vmmmmmmmosonomono® ®mmmomoIng m Doom®mm noo mmmm000 mmm®® m oo®mo© mmmmo® m�momom mmmoom mmmmmvo mmmoomommoonnno mmmmommm�mmmoo®o�immmomm mmmmmmomUmmmmmmmoomomo©� mm0oomoommmmoovm mmmmmmmmmmoomoo0MMM ommmm"""Mmm ®mmmoomoommmmoo®vasmmmoommmmm®oovllows ;m©m=mmmommmm mmmommmommmmmm®ommmm000mmmmm000�mmommommmmmnoommmmmmommmmm mmommmmEum omomn000mmmo �m®mv®000�®mv0000�mmvovovmmmm000m�mmomovm noomom10 mmmommmmmmmmmmmvoommmmmm000mmmmmoov000000©oo �mmm�®Doom®mvomoo0mm00000�Mmmoovmo�mmm00000aoo""mum .- mmmov000mmmv00000mmvonoemmm000vo�mmm®mo�i0000momoo ®mmmmvovom®mv®mvo0mm000vmmmm©0000®mmomoo 000 omo© m®m00000�mmv0000��mmon000m�m©oov�am�momvoommoonm®Dom �mimm©mov1mmmomeMMM mmomoovmmv00000mmmm©00000000mmm mmmmmommmmM mmmmmmmo®®vmmmommmm©mmmm © movm000mmmom mmo®©000mmmommmommmommmmmm000mvomm®omoovnomnmmom ®mmoommmo mmo mmommeommmooaoo®mmom000mmoom000momoom000mmom000 oovommm000mommmmmoommmm00000mmmoom00000nmomm ' ommmmmmoommmm000mmmvom000®mmomoomomo©v©oo mmmm000mmmmommommmm00000mmoomoommmovoeem�oo©moom �mmmvoom�ammmm0000mmmomomom0000vvomom0000000®m©Doo mm®m0000mmmm000 mmm0000mmm000000mmmoom00000moo mmommmmommmommmommmomommmmoomomo�moomoomoommoomm mm©oomm�ammmoommommmoomoomm0000vm®mm000000mo©000�e O , � • . O � , • �mmoomomomm000moommov000momoom0000mm00000mmmm0000 mmmmmmm 000nmmo �amommomommm000moC31 mmmmmm®ommmmmmmommmommomommmm �1 � • • mm000moommom0000mmvoomoomoom0000movmmmmmonmmmmmm �mmmoovvommoom000a�m000000vv0000000moom000noo©0000 • • • mmmmomoommoov000�m®000000�00000vo�®voodoo m©o"m mommmommmmmmmoo m®movmommm000mmo0moom0000000mm0000m000mo©oomom ®mom000aom0000000m000000m®000000mmovoomom�`'B""Eumom m0000000m000vvoom00000vmmo�ovv0000m0000uomo®©Dosed m00000vom000000mm00000mom000mmv mvoovoovnonm0000 ®mov0000m00000v®m000000000momovm0000v0000mo®oomo moom0000movoovoo v0000vo my voovmmovomvnmoomom000 ;•;, i �; 0 ©��•.. MAXIMUM ANCHOR* SPACiNQ jin.) I.CHEDUL FOR A GrVEN Arax Si t mFtt SaAN SPECtFICA11ONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DESIGN NEC6714 PRFSSURF RATIN ASD A C^ $pONDINC I;OUNTING TYPE FOR CONMETE OR MaETF BLOPk TNM I IA NS (SEE MOUNTINGS F.G.&H ON SMS 6&7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: f3DC1( POURED CONCREJE (A) TO EXISTING TOURED CONCRETE(Min.r.R 3 ksi) MAMAILM @E WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4"0 TApcON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Mut,1'S=3 ks0 WANANCHORS SPACING I FGFND - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.V.=3 k.1 {R) •DOWN t�GVAE i' RfiIiG 8.DMCR NMVK PREZUfE WIND j D.DERIN NEGATIVE Ptl&SSUIE RATING - 1/4'0 BLUE TAP CONCRETE ANCHORS Wf CAP AS MANUFACTURED BY FLORIDA FAa`"tENET2S DIRET7,INC_ Mf fc=2 ksi} ) ]b 40 60 75 90 120 160 205 30 40 60 75 8 120 160 205 30 40 60 75 901120116017,05 TAPCOTAPCON WITH ADVANCED _ 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 74 t2 t0 8 8 @ 6 55 74 72 10 9 8 8 6 6 14172 10 9 8 8 s 6 7HREAOFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORQED VENDOR REGISTERED WIN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0` 14 12 Io a e 8 6 6 t4 12 10 9 B 8 6 6 14 12 10 a e B 6 6 (Min.fc=3 w) OR 14 tT 10 9 8 8 6 6 t4 12 10 8 9 8 6 6 14112_H 4 12 10 4 8 8 6 S ALL POINTS$OLID--SEC 14 12 10 8 8 0 6 7 S4 12 10 9 8 B 6 6 t4 12 10 9 0 e 6 6 BLUE TAPW/CAP NOTES: . tq 12 10 9 B 7 5.5 JL5 14 12 10. 9 8 8 6 6 74 12 10 9 B 8 G 5 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ N t2 i0 9 a e 6 8 14 12 tD g 8 a 6 6 14 12 10 9 8 8 6 55 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 t0 9 8 8 6 4 14 12 10 9 8 1 8 6 45 14 112 110 1 9 1 8 1 6 1 4 13.5 14 72 70 9 a 8 6 4,5 14 12 t0 9 e 8 6 5S 14 T2 10 3 B 8 6 4S 0.2) MINIMUM EMBEDMENT OF 1/4`0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO-EMBEDME14T 14 12 10 9 73 55 33 - t4 12 1O g a 0 6 5 to 72 10 g a 7 55 4 45[C uur,{AnoNs of US raN i���SWILL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 7/T LONG MINIMUM SHOULD STUCCO E7ft5t,AND 14 12 10 9 8 B 6 6 /4 12 10 9 B a 6 55 14 12 10 9 8 8 6 4S BIAOC A ON SHtFr 1s 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 1121 9 8 7 4 _ 14 12 to 9 8 65. 5 3.514 12 10 8 6.55 3S 3 AEX 3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE ISTING WALT.OR FLOOR. la t2 t0 9 8 75 4.5 - 14 t2 t0 g 8 8 6 4,6 14 112 110 1 9 6 1 s 14.5 M75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 74 72 95 73 65 4S 6 - 14 i2 t0 9 8 75 SS 4 14 12 TO 9 8 . 45 33 NOTES At}&A2}ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR BFS WTN OR WITHOUT METAL sum CONSULT THIS ENGINEER.FOR 14 12 10 8 8 8 5 - 14 12 10 g e B 6 5 74 12 10 a 6 65 •5 J3 IN5TALLADON IMO UFS WITH METAL STUDS SEE SHEET'20. 74 12 70 9 7S 5.5 3 - 14 12 10 85 7 5S R 3 14 }2 0 6.5 SS 4 3 14 12 10 a 8 6 - - 14 12 10 9 8 83 5 .75 14 12 10 H3 B 5 4 - (B) TO DDSTNG CONCRETE BLOCK:(ASTM C-90) la 12 6 6.5 SS J - - 14 12 1D 9 8 s5 4.5 3S 14 12 110 1 0 7 1 5 35 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCE)THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY J.W.BUODp(. 7'-0" 14 12 1101 9 18 a - 14 72 t0 98 7 5 4 4 12 10 9 7-515.5 4 3 -1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 0 6S 4 - - 14 12 9 7,5+5 S 5 4S 35 - 14 10.51 7 53 4.5 35 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENER'S DIRECT,INC_ 14 12 10 95 7 4 - 14 12 to 9 74 534 - 14 12 9 7 75 4-5 - - t/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 SLS 4.5 - - 14 12 10 9 17S 5.51 4 - 14 12 9 7 6 43 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORMED VENDOR REGISTERED WT7H THE AMERRAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0" 14 12 10 8 1 H s.5 - _ 14 12 10 9 H 6 4 - 14 12 10 8 65 S 3.5 - NOTES: i4 12 9S 7 5.5 3 - - 14 12 . 65 6S 23 BS s 6 . 3 - 6.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 as 5 e - - - 14 12 to e 6 5 - 14 12 e 6 5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 7. f 13 8.5 6.5 5 35 - - 74 72 f0 8 5 - 14 t2 B 65 5 4 g,- 74 12 101 9 1 8 - 14 112 10 9 4.5 - 14 112 18.5 . 5.5 4 - - U.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL,POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 74 Sts 73 6 4 - - - 74 'tt 7 55 5 J5 - - 71 8 55 4.5 33 - - - EMBEDMENT INTO STUCCO SNN.1.BE PERMITTED. 1f4"0-20 SS.MACHINE SCREW USED SHALL BE t tj2'LONG MINIMUM SHOULD SfT#:CD 1a t2 6 sS 4S - - 1a 72 8.S 7 55 a - 14110.517 55 6 4,5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IIS 8.5 5.54 - - - - 14 f2 g 7 6 4S - - 19 i7 7 55 45 3S - 14 12 10 9 7S - - 14 T2 8 6 5 ; - - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER OE FOUND Oy THE EXISTING WALL OR FLOOR, 74 705 7 5 33 - - SJ L 8.5 5 4 3 - - lD 75 5 4 3 - - ANCHORS SK41 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWV1L BE AS INDICATED ON i4 11 5 SS - - - S4 i 2 8 6 . 4 - 25 10 a 5 4 4 - - NOTES 8.1)&0.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STNS CONSULT THIS ENGINEER. 03 s S - - - - - 34 tz 8 65 55 , - I3 t0 7 5 a 3 - FOR INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 20. 14 12 - 14 12 8 7 5 4S - -• 14 10.5 7 SS 45 35 - - i25 S2 9 B 4S i 3 - 9 7 45 3S 3 - (C) ANCHORS SHALL BE iNSTAIiM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 iD 7 - 1 14 10S 7 11.5 95 ISS 4.513.751- 8S 7 4.5 - - - - - 14 11.517.5 6 5 - - 12 9 6 4.5 4 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. Y2.-0. 1412 10 - - - - - 1s 72 8 8.5 5.5 - - 13 to 6S 5 4 - - E)GE DISTANGF xFRCIIC Spe IMC SCHEDULE FOR ANCHORS 133 9.5 4.5 _ _ _ _ tf 8 6S 4 35 - - _ e 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E a LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 9 9.5 6 - - - - - 13 0. 85 5 ; - - - 11 . 5 4 - - BY MULTPLY7NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - - - - - 14 105 7 5S 4.5 - - - 11 @5 55 4S 35 - - REDUCED SPACING OBTAINED USING FACTOR SMALL NOT BE LESS TWIN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. to 12 - - - - 14 tt3 7.5 s 5 - - - t2 9 6 4,54 - - FACTOR 105 8 - - - - - 10 7S 5 4 3 - - 7.5 SS 4 3 - - - TAPPER.+ ACTUAL TAPCON WITH ADVANCED 8 6 - - - - - 12 s s 45 4 - - - as 7 s 4 - - EDGE TAPCON THREADFORM TECHNOLOGY �'POINT SOLID SET BLUE TAP W/CAP 8 6 - - - 13 95 65 5 - - - - 05 75 5 4 HHV BLADE OR DICTANCE MINN.SPACING 74 12 - - - - - - 14 703 T SS - - - - tI 85 5.5 4S - - - E0. MIN.SPACING 3` MIN.SPACING•-3' MIN.SPACING-3 1/2' MIN.SPACING= 3" 3 3/4" 4- 10 7.5 - - - - - 9 7 4S 35 - - - 7 5 35 3 - - - HV BLADE W POURED CONCRETE& +, CONCRETE BLOCK CaIE CCfIC1ifDE 13G0C POCUpNRfDCREW & PWW�® ARK&PRRID CDEFIE3E�MLTETE Q00( 115 0 _ _ _ _ 11 @ 5.5 4.5 _ _ _ _ 0 7 4.5 _ _ _ _ '� HY WiNDOW MN ED.-3` MN M-3 1/Y WL FD.-2 1/2' MR,FD.-3 1 MH E0..3` MN EA x3 IA'MN EA•21/2' 7.5 _ _ _ _ _ _ _ i2 8 6 _ _ _ _ 85 7 45 - - - - - BLADE WORKING 3` 1.0 0.90 1.0 0.70 1.0 094 1.0 1S'-0' 14 - - - - - - - 13.5110 83 - - - - - is H 5 - - - - - 9 - - - - - - BS 65 a - - 5 J - - - - IN UNISON 2 1/2- - 091 1.0 - - 0.67 1.0 10 - - - - - - O.S 8 5 - - - - - 85 8 4 - - - 2' - 0.7T 051 7 _ _ _ - _ 1.5 B.5 5.5 _ _ _ _ _ s 65 45 _ _ _ _ 1 3/4- - OB7 0.43 i6'-0' /4 _ - - _ _ _ 25 9.5 G - _ _ _ 10 7S 5 _ _ _ _ - 45 3 _ _ _ _ _ 1 1/2` 0.35 - - _ _ 0 6 S FLORIDA BUILDING CODE(Mon high Velocity Hurricane Zone .�MixM R P. �iO 2015 EASTERN METAL SUPPLY,INC. ��ti•. ENS '.� HVTM 1 L, E C y Accordion Shutter System ■ ■ ■ ■ H.Y.MAM#1 W/OR W/O KY.Y1it1DOW BLADE STATE OF w 11111T TESTING & ENGINEERING COMPANY American Shutter Systems Lv.M DATE DRAWN eY: ML W55 N.W.36Th.St,Ste.30.1,VMWA GARDENS,FLORIDA 3316 Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 �., DR Phone:(305)871-153D.Fox:(305)871-1531 4268 Westroods Drive 2 ,t G morn. 0006as19 n West Poim Beach, FL 33407 3 DRAWING No ''1a SS/ONA1-�e.�`�� WALTER TIU.JT1Jr RE 4 15'-085 P.Elrr�lt'A9!791d,1GURE/DATE FlARIA ue./44167 5 SHEET 6 13 OF 20 m0A1UM ANCHOR* SPACING (jp,) crHEnUL FOR A GIVEN ({AY SHUTTER SPAN e c n DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALL AT)ONS (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED.CONCR CONCREIE.BLOCK ANCHORS SPACING LEGEND MAIM M I AUC OVER& i TRENCH OJ RAINGUARD MOUNTING QWALL/FLOOR MOUNTING ©WAU,/WALK OVER MOUNTING SPAN A55.06S76H NEMME PR ESSIRIE 119110 0.DOM NE017NE PATH .DESIGN BEGONE PBESSUM RAIM SD.DESIM*WK1711S"E RA71N0 ADVANCED ANCADVANCED(R) WITH ADVITH 301 40160175 90 120 160 205 30 40 60 7s 9 1zo 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY /4[12 10 9 8 B 6 fi 12 12 12 12 15 85 65 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0' 14 10 9 e 8 6 8 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 BLUE TAP R LESS 14 10 9 8 8 6 6 12 12 12 12 05 8 6 45 7 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 14 10 9 8 8 6 6 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 10 9 B 0 6 8 i2 12 72 12 1.5 85 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4-0' 14 10 9 B 8 6 6 I2 12 12 12 12 9.5 7 SS 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 10 9 8 8 6 6 12 12 12 95 8 6 45 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 10 9 8B 6 6 12 12 12 12 10 7.5 SS 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 514 10 9 8 8 6 8 12 12 12 11 9 7 5 4 7 7 7 7 7 5S 4 3 5 5 5 5 5 5 4 3 5,-0• 14 109 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 S 5 S 5 5 5 5 5 ib 10 9 B 8 6 6 12 12 9.5 75 6 4S 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14, 12 10 9 8 8 6 6 12 12 12 95 8 6 45 - 7 7 7 7 7 7 5.5 4 5 5' S 5 5 5 5 4 4` SEE ANCHOR 14 12 10 B B 8 6 6 12 12 15 9 75 55 4 J 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 35 - SPECIFICATIONS 6'-0' 14 12 f0 9 8 a 6 6 12 12 12 10 a 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 S ON SHEET 13 14 12 10 8 B 8 B 6 12 12 B 6 5 4 3 7 7 7 7 7 5.5 4 5 S S 5 5 5 4 } T-4 12 10 9 8 a 6 6 12 12 10 B 6S 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 '5 5 4S 14 12 10 9 a 0 8 B 12 12 10 8 6.0 5 35 - 7 7 7 6.5 5.5 4 5 5 5 5 5 4 3 7,-0. 14 12 10 9 e 8 8 8 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 S 5 5 5 5 S 5 5 14 12 10 9 8 8 6 6 12 10 6S 5 45 3' 7 7 7 7 6S 5, 3 5 5 5 5 5 5 38 3 14 12 10 9 8 6 6 6 12 72 8s 7 5.5 4 7 7 7 7 7' s s 5 5 5 5 5 { 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 B B 6 - 12 12 AS 7 55 4 3 7 7 7 55 45 3 5 5 5 5 4.5 3,5 - PSF A.S.D DESIGN PRESSURE 8,-0. 14 12 10 9 8 6 6 12 12 DS]5 6 4S 3S - 7 7 7 7 7 7 7 4 5 5 5* 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 45 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5 5 5 a 3 - SCHEDULE #3, SHEET 11 14 12 10 9 8 8 5 12 1 1 75 6 .75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 4.5 - 1{ 12 10 9 8 B - 1211.517.5 6 3S - 7 7 6.5 5 4 5 5 5 5 4 3 14 12 10 9 B a - - 12 12 9.5 65 55 4 3 - 7 7 7 7 7 7 8 3 5 5 5 5 5 5 5 5 14 12 10 9 8 0 0.5 B 5 4 3.5 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 8 8 12 10 65 5 4S - 7 7 7 65 5.5 - 5 5 5 5 5 { 14 12 10 9 6 8 12 OS 7 5S 4S 3.5 - 7 7 5.5 4.5 15 - 5 5 5 45 JS 10-0�14 12 10 9 8 8 - - 12 11 BS 6 5 35 - - 7 7 7 7 7 7 4S - 5 5 5 S 5 5 5 45 14 12 10 9 8 B - 9.5 7 4:5 JS 3 7 7 7 5.5 45 - 5 5 5 5 4.5 35 - 14 12 10 9 B B 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 8 0 - 12 95 5 5 4 3 7 7 5 4 3 5 5 5 4 3S 11-0�14 12 70 9 B B - - 12 f0 7 55 45 3S - - 7 7 7 7 7 7 3S - 5 5 5 5 S 5 5 4 14 12 10 9 8 a - - 8S 6S 4 JS 3 _ _ _ 7 7 6 5 4 - - - 5 5 5 5 4 J _ HV BLADE ONLY 14 12 10 9 B 8 - - 11 8 5.5 4 - - - - 7 7 7 5.5 4S - - - 5 5 5 5 4.5 - - - 14 12 10 9 8 15 8S 5.5 4.5 35 - 7 7 4.5 3S - 5 5 4S 3S 3 12,-0.14 12 10 9 8 - - - 12 95 6.5 5 4 3 - - 7 7 7 7 7 B 3 - 5 5 5 5 5 5 {5 J5 14 12 10 9 8 8 6 4 3 7 7 5S 4.5 3S - 5 5 5 4.5 4 3 14 I2 10 9 9 - 10 7.5 5 4 7 7 6 5 5 5 3 5 4 f4 12 10 9 B OS 8 5 4 JS - 7 85 4S 3.5 - 5 5 45 JS 3 13'-0"14 12 10 9 8 - - - 15 0.5 6 4.5 JS J - - 7 7 7 7 7 4S - - S 5 S 5 5 5 4.5 3.5 1{ 12 10 9 e 7 SS 3S 3 7 7 5 4 3 5 5 5 4 3 14 12 f0 9 B 9 7 45 .75 - 7 7 55 4S - 5 5 5 45 4 14 12 10 B - 10 7S 5 4 3 7 6 4 3 5 5 4 3 14,-0�14 12 10 9 - - - - OS B 53 4 J.5 - - - 7 7 7 7 7 4 - - 5 5 5 S 5 S 4 3 14 12 10 9 - 6S 5 3 7 7 5 JS - 5 5 S 6 14 12 10 9 - 85.6S 4 7 7 5 4 5 5 3 4 - _ _ _ 14 12 10 - B 7 4S 3S J 7 5.5 3S - 5 5 J.5 3 15-0•t4 12 10 - - - - - 10 73 5 4 J - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 J 14 12 10 - 6 45 J 7 7 4S 3 5 5 45 J.5 - - _ _ _ _ _ _ _ _ 14 12 10 8 6 4 7 7 5 5 5 5 4 14 12 10 - - a.5 6. 4 3S - 7 55 35 - 5 5 35 - 14 12 10 - - - - - SIS 7 45 35 3 - - - 7 7 7 7 6 43 - - 5 5 S 5 5 4S 35 - 16�-0"ib 12 10 - 8 45 3 7 6.5 4 5 5 4 3.5 - 14 12 10 - - - - - 75 5.5 .75 - - - - - 7 7 4S - - - - 5 5 4s - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone R A. Tj�'�A%, ©2015 EASTERN METAL SUPPLY.INC. °�;P�•. �,��,,,,,, BERTHA H1VTM Q Accordion Shutter System C® INC. ■ ■ ■ ■ RV 13_ADE#1 W/OR W/0 RV WINDOW BLADE * 17 American Shutter S stems • TILLIT TESTING & ENGINEERING COMPANY Y Ev.N oESdtiPflOH DATE DRAWN aT: M.L. •• STATE OF 63x5 N.w.36M St,S1.303,v1RGww GN61a1S,n.DRIDA M16f Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fav:(305)871-1531 4268 Westroads Drive 2 DRAWING No ORIDP �C��:�\ °-RSI sED-000e*a0I.om West Palm Beach, FL 33407 .3 5-085 WALTER ORIDA v`A 44167E s SHEET P.E011DATE s 14 OF 20 MAXIMUM ASD DESIGN PRESSURE RATING (p�f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE FOR A GIVEN MAX. SHLTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16&17). !S3 U B2�TI;ATE SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCEPINE RR NORTH SPRUCE PINE FIR 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=O 36 PLYWOOD MIN.GG o W/ W/ MIN. G=0.43 W1 MIN. G=0.36 MaxN11N SPAN(ft) WALL MOUNTINGS CE]UNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WAIL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P &'0 S&v S &v s&v D3.T KrunT RT59TE IWPC(ml RWI lawxt 111SSYE ISwC(wq IF351 rcwK Ips 1WN6(ml oma KamE rt�ag IW1G(�tiD DON RMK g ma www [6901 aW pleM leas M 0Z Wo IECJfh I'FnM WX IBM NTWE Rt19PE MM(Ai)156(131 KTVIE Fld4fA KN;Ip)Tie DIV I WAN MM PAC w 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 O5 30 40 60 75 90 O5 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 LE 2 10 11019 8 8 6 6 6 6 6 6 12 70 10 9 1818 6 6 6 6 6 6 12 10 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 12 T2 12 4'-0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 70 9 8 8 6 6 6 6 6 6 12 1D 10 S 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 12 12 12 5'-p• 12 10 11019 8 8 6 6 6 6 6 5.5 12 70 10 9 8 8 6 6 6 6 6 5 12, 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12_10.5 6'-0" 12 10 11019 8 6.5 6 6 fi 6 5.5 4S 12 10 t0 9 B 5 6 6 8 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 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 11019 16.514. 6 6 6 .5 4.5 4 12 10 10 9 5 3 G 6 6 5 4 .5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 85 7S 8'-0" 12 1011017.514.513 6 6 6 5 4 3.5 12 10 10 8 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 g'_p• 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 A 3 3 6 5 3.5- - - 12 12 12 12 12 l0. 12 12 12 1. 9.5 85 12 12 10 8 6.5 5.5 1p'-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 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 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 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 -6.5.5.5 4.5 12 10 4S - - 6 6 4 - - - 12 10 3.5- - 6 5 3.5.- - - 12 10 - - - - 6 5 3.5- - - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 fi 12 1.575 6 5 4 13'-0" 12. 10 - - 6 6 - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 0. 8.5 7.5 12 12 70 8 6.5 55 112 ..-5 7 15.514.5 4 14'-0" 12 10 - 6 5.5 - - - 12 7 .5 4.5 - - - - 12 7 - - - - .5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 B 6 72 12 9.5 7.5 6 45 6.5 5 4 3 15'-0- 12 - - - - 65 - - - - - 12 - - - - - 5 - - - - - fi - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 6 5 416'-0" 12 - - - _ - 6 - 12 - - - - - 5 - - - - - 1.5- - - - - 5 - - - - - 6 - - - - - 12 12 10 85 65 4 12 12 B 6.5 53 5.514.513.51- I (1� HV BLADE OR HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON® •sLE U E IOaeons o<u9D FT)R BVDN 91EET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFITT SHALL BE AS FOLLoom 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=655(NDS) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDIX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/6=0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/C-0.43(ND.S.) IXCkPOON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-026(ND.S.) -NW. 1/2"COX PLYWOOD(1986 APA) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACIUREH. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �,�4 1f""'� Accordion Shutter System A,SmS,Am H.V.BLADE#1 W1 OR W/O H.V. WNDCNV BLADE American Shutter Systems Ev.N DESCRIMON DATE DRAWN BY: M.L. 's TILUT TESTING & ENGINEERING COMPANY =fl9 QA167 S 6355 N.W.366.SL,Me.305,NRCNLA GARDONS,FLOTmA 3316 Association, Inc. 1 0Up 11-192 4/13/15 DATE: 4/13/15 Phone (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z DRAWING No -mall:61te.aoaal_ West Palm Beach, FL 3340 33 EB-0006719 4 15-085 * ' STATE OF :�Z. WALTER A TILLIT Jr.P.E SHEET FLORIDA ua.A 44167 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (R HV:+ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FlNISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Cl)& A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO — W/1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING 1 MIN.SEPA%NTION I 11 1 DR 1 EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO CASE(SEE (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4"S.S.MACHINE ° SCHEDULE ON SHEET 1 FOR (DANO I SCREWS W/ 1/4"-20 NUTS I DADE 10N StfDf 19 FOR \ 1 OR x �" M8 aT 12"D.C. a- BLADES O x EXISTING I (D a O E GLASS---I a� I^� I 1 oR 15 N ! FINISH I I OPTIONAL . I I _ .^r; _ FlNISH 1 OR� 1 EXISTING MIN. I _ "WOODEXISTING MIN. HEADER REQUIRED RED 1 OR® Ej 0 I 2"x4'WIT 0 I 1j"0 TAPCON OR TAPCON WITH ADVANCED 1 HEADER REQUIRED THREADFORM TECHNOLOGY W/1 1/2" EXISTING I 1.01 SEPARATION I I l 1 1 Min. PENETRATION OF THREADED AREA TO GLASS---j TO GLASS(SEE ( I EXISTING WOOD HEADER. i_SO4MLE ON Sf4T IXISfWG MIN.SEPARATION TO GLASS I - (SEE SCHEDULE ON SHFfT 15) I1 FOR BLADE mAND ISTINGGLAS (SEE SCHEDULE ON SHEET 11) 1 ON SHEET 19 FOR 2'x4"CONT.SILL efA06Ok.QA] PLATE REO'D. (N)HV WALL HEADER INSTALLATION OO HV WA L SILL INSTAL 0 MOHV WALL HEADER INSTALLATION 1 !I I 1 MIN.SEPARATION TO GLASS 1 1 MIN.SEPARATION TO GLASS 1 EXISTING (._ 1 (SEE SCHEDULE ON SHEET 11) GLASS--q EXISTING /� (SEE SCHEDULE ON SHEET 11) EXISTING J NF-I MIN.SEPARATION TO GLASS 1 I 1 I 1 GLASSY' x WOOD PLATE d(SEE SCHEDULE ON SHEET 11) 1 1 W O'D. " 1 _..I 1 1/4'0-20x3/4"S.S. 1/4'0-20x3/4'S.S. MACHINE SCREWS 11 I \ MACHINE SCREWS W/ I I USING 1/4.-20 NInS rk•:u,. - �,: I 0 12"O.C. \ WALL 1/4"-2D NUTS 0 FIM 12' I ,.r. O.C. I I 1 OR©8 OR 1® 1 ORU 1 oR 1 2'x4'OONT. WOOD PLATE I 1"Min. RECD. 1'Min. ( _ 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 OR 1® I I THREADFORM TECHNOLOGY W/1 1/2" 2"zb"CONT. Min PENETRATION OF THREADED AREA TO 1/4"0 TAPGON OR TAPCON WITH ADVANCED WSILL PV+TE DUSTING WOOD HEADER. i 1/4"0 TAPCON OR n2-MOUNTINYSECTIONS EO'D. SEE SCHEDULE ON SHEET 15THREADFORM TECHNOLOGY W/1/2" ( ) Min. PENETRATION OF THREADED AREA INTO PLY WOOD 7APCON WITH ADVANCED SH4 FOR TYPICAL WA11 FlNISH (SEE SCHEDULEON SHEET 15) EXISTING MIN2"x4' /2'MIN.CD THREADFORM TECHNOLOGY TTESSEAdBLY.PLYWOOD RECD. W/ 1/2"Min.PENETRATION OF CAN BESTUDS 0 16'O.C.MAX. WN.L FINIS THREADED AREA INTO PLYWOODBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD RE0'O. REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) ANY INSTALLATION- ®HV WALL SILL INSTALLATION ISRNG MIN.2'x4"STUDS 0 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH BECKON 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION •StE UMAATION9 OF u OF ©HV WALL SILL (ABTA TION F.B.C. BLADE Mg"CONS SHEET 1V FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. %'% IAII111111"ij',,,,� BERTHA HVTM /TiLT C O I H A■,S■S.,�■ Accordion Shutter System Kv aApE#t W1 OR W/O KV. WIND01N MADE "i")°•�-""' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N 'otxamoN DATE DRAWN BY: M.L 'A'; 'IC •* 5355 N.W.36th.SL.Ste.SUS,VIRGNIA GARDENS.FLORM 331 Association, Inc. , OLD 11-192 4/13/15 DATE 4/17/15 • Phone (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No tV STATE UF e -1n it:tilteco®oo1— West Palm Beach, FL 33407 3 WALTER A.TUR1Jr.P.E. a 15-085 F G FLORIDA Lic.®44167 5 SHEET P.E''� 1�{i DATE 6 16 OF 20 uw INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & IIA HV+ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEAE n ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FlNISHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADEM && A� WORKING IN UNISON 1 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 BE CERTIFIED BY EXISTING WOOD HEADER. ''I MACHINE SCREWS REGISTERED ENGINEER OR EXISTING WOOD I `\(SEE SCHEDULE ON SHEET 15) -Min' I W/1/4'-20 NUTS ARCHITECT PRIOR TO EO Q TRUSSES OR F. E E I O 12.O.C. SHUTTER INSTALLATION. 1/2' fl-EQ-1 1/2' RAFTER URED 19 O.C.REQUIRED 1 of 15 1/4.0 TAPCON OR �^ IXISTING SOFFIT TAPCON WITH ADVANCED 3/4'Max.TKK. ,257' THREADFORM TECHNOLOGY Max. W/ 1 1/2'MinED .PENETRATION 1yx3/y- 1'x4'z1/e•CONT.ALUM.TUBE OEXISIING�W00 HEADER. EO Q REA TO S.M.S. (3 53160 LAG�SCREWS TO OPTIONAL ®6'o.c. I 1 or 1 or 15 (FA)CH RAFTER OR TRUSS. (SEE SCHEDULE ON SHEET 15) 1 or 0 or 15 I © O LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD ,~EXISTING MIN 2'x4' 1 I I MEMBER, (2'Min.NOMINAL n. EXISTING—fl HEADER REQ•D I OPENSTUD To ACCEPT �f PENETRATION OF�THRE40ED GLASS U MIN.SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) EXISTING I 5/16.0 LAC SCREW lII,11fII I AREA VALID FOR GII55—I 1 I AT CENTER 0'TUBE. I1I INSTALLATIONS WITH 72pst lt(lt(1il{l{11�1T' MAX.AS.D. DESIGN LOAD AND Aea sOWwION EXISTING f4N SEDARAIIDN I r 9'-0'MAX. SPAN'THIS I To CLASS(SEE N GLASS m an4(SEE INSTALLATION IS ONLY VAUD �S HV WALL HEADER INSTALLATION SCHEDULE1 RAW WAND I � I SCHEDULE M SaEr I FOR WOOD W/MIN.SPECIFIC I ON SHEET 19 EY1 OOR ® -I 11 FtlR�®. GRAVITY OF 0.50 AS DOUGLAS ON SHEET 19 NOTES: BABES(DNE® I IaANE50&® 1 OR �• OR OR SOUTHERN PINE No.2, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY OR EQUAL 2-MOUNTING SECTIONS CAN BE COMBINED OT HV CEILING INSTALLATION IN ANY WAY To SUR ANY INSTAUABOH. U. HV CEILING INSTALLATION FUTL SASS(S N _ SEPDOR ON MIN. I I IAAL__�____��� MIN.SEPARATION TO GLASS EXISTING � II FOR SADE0 TO GLASS i 1 (SEE SCHEDULE ON SHEET 11) GLA55 I SL DESC 19 TOR (SEE SCHEDULE EOOSTING 1 & ��� ION SHEET 11) GLASS---I 1 I ALTO I 8 ANCHOR I I I h'�• '" 1II s a'LAIN.. EXISTIN WALLOCATION GLA ) II HEX ID FINISH s/a EWASHER TEK DECK REQUIRED SCREWS a 12' (NO FINISH 30R 2'x6'MIN.WOOD ALLOWED) DECK REQUIRED(NO FINISH ALLOWED) E E OF DECK 19 EDGE OF DECK 1 2 '� DECK IF IFAPPLICABLE o IF APPLICABLE APPLICABLE 1. 1/4'0-20;3/4 S.S. — 1/4.0 TAPCON GR PHIWPS TRUSS HEAD MACHINE SCREWS TAPCON WTTFf ADVANCED M1°' 1/4'0 TAPCON OR TAPCON WITH ADVANCED 2'MIN. 2'24.'CONT. THREADFORM TECHNOLOGY W 1 1 2'Min. SILL PLATE - T14READFORM TECHNOLOGY W/1/4'-20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED / / W/1 1/2'Min.PENETRATION ® 12'O.C. TECHNOLOGY W/1 1/Y Min.PENETRATION OF THREADED REQ:D. _ OF THREADED AREA TO MFA TO EXISTINGSHE WOOD RENDER.(SEE EXISTING WOOD HEADER. MFA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE UMRATN)NS OF USE FOR �X HV WALK—OVER INSTALLATION �V HV 'WALL SILL INSTALLATION --EfA ON SHEET 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.'riji,��' ©2015 EASTERN METAL SUPPLY, INC. \GENS• /� BERTHA HVTM F A i �.� �. ® �Nc. ■ ■ ■ ■ ttv.MAX ACrwj oRnw/o FtvttvnrrmvMADE ym American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y �• DESCRIP ON DATE DRAWN BY: M.L (((111 FFAssociation, Inc. 1 OLD 11-192 a/13/1s DATE: 4/13/15 9'•• :�` f333 N.W.36th.SL,Ste.SOS,YOG°N GARDF76,RDRRA 3.116 4268 Westroods Drive z Ph— (3n5)871-1530.Fox:(305)871-1531 DRAWING NO %�t<S •,• ��1`: a il:tilt—ft l.wrn West Palm Beach, FL 33407 3ER- 8719 4 15-085 WALTER A.k +sE FLORIDALI a1is SHEET P.E. SEAL'fg URE/DATE 6 17 OF 20 A END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•.♦'10FL WOOD SKIS REWD, 214'MIN.WOOD SNDS REO•D. 216-M. 2'.4'Mut. 1/4'e TAFCa1 W000 SND$ IY0p0 STUDS. (AS \ / =CR o s'O.C. ' \ / _ (AS APPLIDPatE) \ / PLNaPAl10N W1D xHt \ 1 sruas FJ05T1NG aA55 H PLYWOOD ff ND a: ? E]OSIINc cVSS AA1 SR1D5 F]tRT, y a(ISfINO CUSS 'i n —Z xx t@L 4TAIta1�1 1/2'YIN.COX 1 •t. BDL m awls(ss u: su%� 5 1 - :�%S�. PLTWOoo. 4�:'S�•^ !'y.'.tG saroEni� sm¢r R m a s(gE(sF Vz•ung w% I;yw =. 10 aas(SIM s¢ S�EnlfE at SIfET 1/1613- .ry ti RR aMX(D- �.`x:'P-.�.r r,?S„ _ S3ELLLE W 9EET PL1W00p. 1�1 F aI�OE 0H6) TI RIR R/aE IDHo (6063-1fi)coni. NtnA1 1/2WXL '16x.OD% aJ 9EEE t9 iLR tt fLTt-E®AHI 1/2" m 9w 19 Wi El/iLma CN 9w 19 fat I 9�(Dh TOR PLOY.0.a9ER PI3Wtl0D. WALL H/dSmh® MTE(Lo"It t/2' ittR9f YIN. AT ERRE'SIDE YW I - Ito.I/z'sy.s. _-_ ,¢xruucmz).x•.t/61r-r 018 O.a IINI/2'S.S. t�AW2E (80&1-T6 YIDn-T: T YUmaR 4 )/to.t/z•sxs.roC1e )tpv vsrnl9�uluwreaa ro 5 4 MIlkA SOC a.VI 1 OR®♦ S DUAL SIDIE X M 1 OR®♦ f OR Q� s¢DEwL x AOR 1 OR®♦ ro TRecTcs � N 4 !3'^©'07'a t •(' SIDE NNIECDON ®^�^L/-.(OT-I'./"V"'®- TO }�j�-�-V"x0-a t •®- ro lRAptS -�- •Qsl/-®•".9' ®•®'©'CY-©•®- 0-0 T END CONNECTION DETAIL Q9 END CONNECTION DETAIL END CONNECTION DETAIL© END CONNECTION DETAIL® . AELUIRN DHS TOR SPANS ORCATai THN1 12•-0' IX61910 �OL155 214'MIN.WOOD t/4•e-CON ANCxORS 1/4•e snTPPa%i HALO /1011/2"5315. �� os REaro w/t 1/2-uva w/t ais as uFa�, IXlsTwc Gtwss� PENEW'DON o 12'D.C. MUMDON o I2'O.C. ID s(SEE ♦ SEE UM ATIONS OF USE FOR MIN.srun� /• r, t/2'Mm. samxE m BEET q 4 BLADE 1A ON SHEET 19 1t FOP WOE(D- INQUTtD191WI ----- 51)fDxE W vm it rm HIDE mer0 --- -- W •DEET 19 SLAM mh Vy ♦ 1 PL Q1 5 S 1QOR 4 4 � - • 5 OR®OR�OR 70.6 t @-0-0-0 VIEW ^® Y p-©•OT uep.®•®- `wHL I-r 2'14'1@1.WaDD WALL �•®' FLA ®-©'Q�'•Q'®- STUDS RCO'a fIH91 •®^®'®°'©'®^ ®' O•®-�Q�--®® O'Q�-®Q�-®® DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY. INC. `\\\\ A Ez BERTHA HVTM ��P�t�•......��C/T 's CEN /7Accordion Shutter System L ® INC. H V.BLADE#, W/oe W/0 H V. Wtrroov euoE TATE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.x DESCRIPTION DATE OFiAWN far: M.L.Tk= Association, Inc. I OLD 11-192 4/13/15 DAM: 4/13/15 TATE O =F 63SS N.W.36th.SL.Ste.305•VIRGINIA WDES•i1.OR@A 3316 4268Westroads 04ve 2 O'•, F Phone:(305)871-1530.Fa%:(305)871-1531 DRAWING No �.`�� a- H:b1t c.0-�`- West Palm Beach, FL 33407 3 RFs•., �` 15-085 WALTER A TILIJr Jr.P.E. �PiPP ON �NG\ HEET �1aW&E/DATE FLORIDALOA u�.D 44167 5 P.E.1j3&/i s 18 OF 20 a, �MA�� �pA�� �TA}� 1(IAy'>I�"15 ©ai t 4 s rFNFl2A1 1 1MI1•ATIONc AND GONDff10N5 OF USE FOR BERnL A G qDOW BLADE ®`® Y Y Y Y 5 i.MAX A.S.D.DESIGN PRESSURE RATING:+110,- 170 p..(. 2.MAX SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7;AS WELL,AS MOUNTINGS M.0,T.U&W ON SHEETS 16& 17. f ONNLRYA�C�ENIINAERMA7 ?1 �OR OPPO'NC.'p) W CASE OF OPPOSING YOUT,(SS)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 16 m CETJi[SLMA E. TYP EA ENO ♦ ♦ 5.(A)W WINDOW BLADE G SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS (6)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1@ N ♦ ♦ ♦ OF ANY 3'0 HOLE FOR�4 SHALL BE 12'. ALLOWED AT HV / WINDOW BLADE® \ (C) OW AD BLADE COMING OU7 FROM STARTERS AT ENDS MAY BE HV WINDOW F11ADE 1� ♦ ♦ / (D) U WINDOW BLADE 0 MUST BE USED ALTERNATE TO A SOLID FIV BLADE(j) THROUGHOUT SHUTTER'S WIDTH. ; e ♦ ♦ ♦ • ♦ 4 / / (E)C TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV �� ♦ S_qS BLADE 1 AT QTHER 510E OF THEM. f Jd SEE END (F)POLYCARBONATE FIV WINDOW®GENRE BE INSTAL l m SO Q_4 TABS FACE CONNECTION _ I• ♦ � THE INTERIOR OF THE OPENING BEING PROTECTED. TO WINDOW DE MUST BES DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 1D&18 TVP. dM INC. B_ FULL HEIGHT. 3gR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1B B D UILDINGS ON SHEET 15,AS UMIIEO BY SPAN AND DESIGN LOAD(SEE NOTES _zTyp ryp 4 �' 1 &2 ABOVE). h 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UMTTED BY SPAN AND DESIGN LOAD(SEE NOTES T &2 ABOVE). 8.MINIMUM SEPARATION TO CLASS.SCHEDULE,PER ASTM E-1996: $ (SEE PLAN FOR REQUIREMENTS) W ) ®m r WIND ZONE MINIMUM SEPARATION TO GLASS D H TYR TOP&BOTTOM NUMBED YA 1 THRU 3 1' MN SEPARATION TO GLASS EXmxc GLASS ELEVATION sEE SCHEDULEON SHEET 11 FOR MADE(D 4 s.zs ��--� --_ AND CM SHEET FOR ----- - BLADES--- ea W1&=RIOR ONLY) 5A 1 1 \\ AaM TYP. 1 \ d WOR ($EE NOTE 4 ABOVE) 16 6 TYP. SYM ICAL�cENTERMATEs 2t ® / Lmrsa an 1 w%oD(sEE N a AeovE) \_PLAN—' \\ T 4 5 /1 TYPICAL III HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1A SHUTTER* N.T.S. FLORIDA BUILDING CODE(bon High Velocity Hurricane Zona m 2015 EASTERN UEFAL SUPPLY,INC. BERTHA HVTm A.S.S.A® Accordion Shutter System " H.V. MADE#1 W/OR W/0 H.V. WNDON BLADE v = American Shutter Systems IEV.x DESCRIPTION DATE DRAWN EY: M.L. TILLIT TESTING & ENGINEERING COMPANY �a•. 6J65 N.W.J6N.6L,Ste.30.5,YJ2.4141 GARDENS,R9RIOA JJi Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 S7ATF nF 4268 Westroads Drive 2 DRAWING No y' Phona:(305)871-1530.Fax:(305)871-1531 ,�Or-' F�ORIOP.•`�X`',` "a0:ilLec6719 mm West Palm Beach, FL 33407 3 15-085 ' F•'•'•.......-• \�.� ED-0006719 4 '♦`.//SS/ `,,`Cj\\\\` WALTER A TILLfT Jr.P.E. P EQ�n�Lr / FLORIDA Ue. 44167 6 SHEET Ysf k �D�E DATE 6 19 OF 20 -x I 1/2-x 0. "THICK. INSTALLATIONS WZ (1) HV BLADE & HV CENTERMATES 2,111111'111,1-- Min_ASTM A-653 GRADE 40 ES, B3 hp` '0 " Min.G 60 MV.STEEL ALO 3b INTO METAL STUD WALLS ETAL STUDS AT 16"O.C. I -------- o 6-o.c. 40 41 it 1/2- 475" 114"o NOMINAL GENERAL LINJITATIONS AND CONDITIONS OF USE ALumiNum SLEEVE 6063-T5 ALLOY (I 3/4-x 6 114�x 0.035-IN"Min 4 a FOR BERTHA(1)W BLADE ACCORDION SHUTTER COW rALV STEEL TRACK CHANNE:10 6-O.C. 0 6"D.C.'t SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-653 SEPARATION TO GLASS SCHEDULE S 3.000" I Max. GALVANIZED FASTENED TO STI I ST W/(2)goxllZ'TEK SCREWS ON I EXI ING FINISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) INTERIOR&DRERIOR FACE AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION a3c LENGTH + I MIN.SEPARATION D MOUNTING:a ON THIS SHEET. TO GLASS EXISTING GLASS—i TSC GLASS 3. ALLOWED 43 1/4"0-2OX3" BOLT (SEE SCHEDULE) A43 = 4. ONLY��TERMATE 21 W/ 204 W LOCK ARE ALLOWED 1 THRU 3 1. MUST PENETRATE I" WITH 21 ARRANGED A SYMMETRICAL LAYOUT. USE OF (2)0,35 (6- LONG, MINIMUM) MUST ALWAYS BE 1 4 1 4- 1 1 3/47.6 1/4-.0.035"THICK Min.. EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF NT MV STEEL TRACKII'MINEL 1 CABLE Q 5S APPU CENTERMATE. '7 ASTM A-653 OWE 40 1 GALVANIZED FASTENED TO MDS (2)J6.1/2'TEK SCREWS ON 43c 43a L OR&EXTERIOR FACE 6 0-1 O.C. • C. ns 11/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR -0 ELCO CONSTRUCTION f"6 114 C; a w /2' 12 CENTERMATE 21 APPLICATION WITH BLADE(D PRODUCTS FAB—LOK HD I i/2'x 0.035'THICK 0 6" O.C. %i...ASTM A-653 GRADE 40 COMPONENTS MinL G_60 GALV.STEEL -yzfIK MS WALL HEADER/ SCALE: 3/8= 1' METAL STUDS AT 16-O.C. .r j _SILL INSTALLATION EXISTING FINISH AS APPLICABLE (TYP.TOP&BOTTOM) -—————— 1 3/4'x 6 1/4"x 0.035"THICK Min. ;11NT- V TRACK CHANNEL. ———GLASS -— ————————— E 40 Min.G_60 EXISTING /A.4�3 M GALVANIZED FASTENED'To STUDS W/ 6xl TEK SCREWS L SyMkTRYQA ..4 b '434� -M .4 4 F` : TO GLASS W/. CENTERMATES; �x �S7 SCHEDU M.x--' A CENTERMATES 4 i'<EXTERIOR ACCESS SIDE,,-.:. 'A 3 INTERIOR ACCESS SIDE 5, A(3 (6"Min.) IN 4 2 ---—-----—----------- Y ---------------- -- -- -- ------------- - ------ -_