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USER:oducPublic User Regulation 40 IUM EM ud: .-, -r- Prpduct Approval Menu>Product or Apolication Search>Application List>Application Detail `` 3 ,-nd'il_t"i:l�_' ,�� FL# FL18SO-RIO ,� F ` '-' Application Type Revision Code Version 2014 Application Status Approved r ' e � Comments Archived Product Manufacturer American Shutter Systems As?T�'Inc.®�l/V Address/Phone/Email 4268 Westroads Drive f� West Palm Beach, FL 33407 f"`� �'� (561) 209-8263 al '�i bfeeley@easternmeta1.com I Authorized Signature BIII Feeley Irodriguez@easternmetal.com 2 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 .e: Evaluation Report-Hardcopy Received j 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 M.a na gem ent-Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI.HVHZ Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 I Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 2912015 Florida Building Code Online Date Submitted 04126/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summart of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing#.15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-1850 R10 II A.S.S.A. INC. drawing DRWG.15-081.pd 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 FL1850 R10 AE A.S.S.A.INC.-P,E,R DRWG.15-081,pdf positive ASD load and 13'-0"for 35.psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks -HVHZ- Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RIO IT A,S.S.A. INC. DRWG.15-079,I)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large Missile Level'D". Max.span is 13'-2"for 30 FL1850 R10 AE A.S.S.A.INC, P.E.R. DRWG.15-079,12df psf positiveASD load w/o window blade, 16'-0"for 30 psf Created by Independent Third Party: Yes negative ASD load for HVI%blade w/o window blade for conditions indicated on"schedule*1,sheet 12,And 15'-5"for 30 psf positive ASD.load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25,26 and 28A of Installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 1 only(HVHZ) -Drwg# 15-080 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S,A,INC. Drawing DRWG.15-080.T)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large missile level'D". Max.span is 16'-0"and FL18SO RIO AE A.S.S.A.INC, P.E.R DRWG.15-080.odf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HVI blade, W-O"for+64,-72 psf load for HV blade for Keystone mountings T-0"for+75,-75 psf for metals stud mountings and 8-0"for 110 psf.for HV1 and HV1A working In unison. See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. 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 Statements 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 emaiig 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 dick 1jhere. Product Approval Accepts- WALTER A.'TMLTT,JR.,P.E. tilteco@aol.com FL P1.License No.44167 rL E.B.License No.0006919 PRODUCT EVALUATION ION REPORT REPORT NO.: 15-041502 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY. Accordions PRODUCT NAME: ' Bertha H.V. Accordion Shutter System HV Blade 1 W1 or HV Window Blade SU'BM11TTED BY: American Shutter Systems.Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATM: This is a Product Evaluation Report issued by Walter A. Till•"at, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, lnc. (AS.S.A.), based on (Rule Chapter No. 61020-3, Method 1 D 6f the Florida Department of Business and Professional (Regulation. This product is being issued an Evaluation Report as described herein, and has been verified -for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. i 2. EVOENCE SUBETTCM 2.1. PRODUCT EVAl.UATI[ON DOCUMENT (P.E.D.). Drawing No. 15.000, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 WI or W!O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 411.q/1007 .4-awing is an integral part of this Evaluation Report. t�.4 a S 4 m uoa. 6355 NX 36th Street, Suite 305,Miami, Florida 33166-Phone;°(305)_, %;QVMaxx: (305} 871-1531 _ .. _..:•..• s•; ]PRQ UCC EVALUATION R EFORI T INO.1.5-OdI5.07, Z 22. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 .and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16105, signed and sealed by William R. Mehner, P.E.# 1.214.01=05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06; dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 1 I CM-223, dated 03104/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11 CM-233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-& Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For Hid Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.3 Test reports prepared by American Testing Lab of South Florida, report# 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report# ETC -07-1095-19015.1, dated 12114107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report#8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastem Metal Supply Inca to approved #9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) propertipf"OffF°8$'p�� PRODUCT EVALUATION REPORT NO.15-0415.02 3 2.3.STRUCTURAL ENGONEERING CALCULATlONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and nd in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, Obtober 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under.section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol'TAS-201 ( fdr Blade I and HV blade I qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996 (for Blade 1A). 4. WNW LOADS RESISTANCE: Accordion Shutter System has beenverifiedto sustain wind pressures. Maximum Shutter Span for HV Blade de I shall be as indicated on she6t 11 of 20 of product Evaluation Document (P.5:.D.), Drawing No. 15-080 at detail "M" 6n Sheet 7 (for Key6fone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of�20 of Product Evaluation Document(P,E.D.) , Drawing No. 15-080. MeArnum shutter Span and anchor spacing forWindow Blade 1A shall be as indicated on sheet,19 of drawing No. 15n080. 5. INSTALLATION: For HV Blade I Shall be performed strictly in accordance I with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawling No. 15-080. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluatiorl Document (P.E.D.), drawing M0.115-0-80. Requirements for use of locks andfor locking rods shall be as indicated on-Notes Sof 20 and note 10 on sheet I of 20 of Product Evaluation Document(P.E.D.), drawing No.154080. The HV Blade Working in unison With Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of drawing No. 15-080. Minimum separation to glass shall be as -indicated on sheet 19'of drawing Mo. 15-080 6. MATERIAL CHARACTERISTICS AN2=SPEC9HCAT:MS: Shall be strictly in accordance With General Notes and Components indicated on sheets I through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D�OAY %Q g Mo. 15-0080 119 X PRODUCT EVALUATION REPORT NO.15-0415.02 4 7. LfENTATIONS AND COMMONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 1.0, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may,be installed within HIGH VELOCITY'HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade HV1A shall be as per sheet 19.of 20 of drawing No. 15-080. Product Evaluation Report prepared -by Walter A.; Tillit3 Jr., P.E. (Florida License No. 44167), President of Tiltec.o, Inc. (Florida EB=0005713). a��dddG�pdo,T�d�d !� o 4981 ON Ff ¢6 h GENERAL NOTES: 1.BERM N.V.ACCORDION SHUTTER SYSTEM 514OWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR cowPLANQE IN ACCORDANCE WITH THE 7014(SLh EDMOV) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONICNIS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED 13Y THE JURISDICTION WHERE:SHUTTER WILL BE INSTALLED WITH A DIRECTIONAUTY FACTOR Kd=0.85,USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAXIMUM(A.SJ),) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. AIRF-A 1., HV BLADES(1) do (rA IN ORDER TO VERIFY THE ABOVE CONOMON,ULTIMATE DESIGN WIND LOADS DETERMINED PER.ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.5 IN ORDERM COMPARE THESE W/MAX.(0.4.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20� GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN OPPER TO VERIFY THAT ANCHORS ON THIS MD.,AS TESTP,WERE NUT OVERSTRESSED,A 33 9 INCREASE IN ALLOWABLE LOADS FOR VINO LOADS WAS I= USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE I(APAOT LOAD HAS BEEN VERIFIED IN ACCORbANce WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS.- TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE(K)#0214.01-03, #0715.01-03,#1004.01-05,filZ14.01-05,#0317.02-06.#0609.01-10 AND 90210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS &11220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2.• FIV BLADE 01 AND HV WINDOW 81.6DE -HV WINDOW BLADE 6#0505-01-00 AS TAB 201.2.07&203 PROTOCOLS AND 0725.01-08 A!9 PER TAS 202 PROTOCOL {WHERE APPLICABLF) TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 6 2-W 13ME(MD[IV WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WIM EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE,INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V,ACCORDION PINS ,AHV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE f 14X2.7-5 AND ' 14XI.75 JRESPECTIVELY.41D-HT MINIMUM CUMMATE DETAILS KV SHEET 8 SERIES STAINLESS STEEL ScR WITH 135-0 Ike.YIELD STRENGTH AND 180 k.1 TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSKIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS W SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 506,3-TS ALLOY IS 31.7 W,AND 35.7 ks! END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 FOR 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MEN..YIELD STRENGTH AND SD k.1 MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 24113.3.4. ANCHOR SCHFOULr-CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-:307 GALVANIZED STEEL,09 Alst 304 OR 316 SERIES STAINLESS.STEEL WITH 35 k4 MINIMUM YIELD STkENITRN. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(D: I2,13,14.14A.15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 MV BLADE Q&6 WORKING IN UMSON: IZ 13&15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 S.THIS BERM H,V.ACCORDION SHUrrER SYSTEM SEARS A U.S.PATENT F6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'455.179 ISSUED TO END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 EASTERN METAL SUPPLY,WC_ 9.IT SNAIL BE THE RESPONSIOILRY"OF THE CONTRACTOR TO VERIFY THS SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR To SEAL/CAQLJZ ALL SHUTtER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT'WITIf THE BUILDING TO PREVENT WIND/RAW INTRUSION. AREA 3: W WINDOW BLADE A ONIA 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 W AND No CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SliCTION.17110.6.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COALY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. —------- AREA 4-• W WINDOW BI ADE ffl-ONLY 17-BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN 11,15 DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WAILS SHEET 20 WHERE PERMIT 13 APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER 13 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L..WHERE THE SITE COND MONS DEVIATE FROM THE P-ED. (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 THE CONDMONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (0)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS- THIS DRAWING SHALL ONLY BE USED TO (d)SITE SPECIFIC PR-OJECTS'SHALL 6E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHIMCT ENG H WILL BECOME THE ENGINEER OF RECORD(CO.R.)FOR THE PROJECT AND WHO WILL OBTAIN PERM IN THE STATE OF FLORIDA BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING ASRA DELEGATED ENGINEER TO THE P�E.D.ENGINEER 514ALL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. J.(.)ORIGINAL P.E.D.SHALL 5FARTNE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Pte • 7 FLORJ)A B�JLDJNG QoffiNiqh Velocity HUTTicane ZoneaAb ] III. MI Zd15 EASTERNTHA METAL VSUPPLY. INC. % IRRHTM Accordion Shutter-System H.V.BLADE IM W1 OR W10 H.V.WINDOW BLADE American Shuffer Syetems, REV.11. DESCRIPTION DATE DRAM W. IMI_. TILLIT TESTING & ENGINEERING COMPANY Assoclaflon. Inc. 1. OLD 11-193 J4/10/145 DATE 04/10/15 5355 MW.3M.St�St.�3GS,ViRGINA GAWN01%FRWORCA MIS 4266 We.t Road. Dews z Phone:(3C)S)871-1530.FCX:(305)871-1531 DRAWING No West Palm Seachi FL 33407 NAI: M-GOO6719 Phone. (800)432-2704 Fac: (561)209-8380 —4 15-080 WALTER A.TILUT Jr.P.E. P.E.S Sl RE/DATE iZ. FLORIDA U..#4+167 5 SHEET A. I OF 24 RINDawVARIES BLADE® - h Fd7 iv 1.918' 1.491' m'0¢ab a v: e 4 rn Max. r An I.00' I. NI.09 m 4.371L °65q. 4.3&5° el Sg'L 4.657' 4.999" v�' S 1 'v..,. .375• O- ZI ,'STARTER h v �HV UNIVERSAL FLOATER COV UNDER US PATENT' # 5458179 ��QUALipE6_FOR`USE W% QUALIFIED FOR USE W/ HV BLADE 10 C-A V- C OU '� HV BLADED 1A -M WINDOW BLADE 6005-T5 ALLOY AND TEMPER UA ED-FOR-U�W/ HV' 6083-T5 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-Ts ALLOY A 1D TEMPER .37 6063-T6 ALLOY AND TEMPER 3.226 .500' _124• Gas- 3.556" ' (TYP) oar. 70' IF 2M.920 670• 670" 2.225" .9900" - 0 2 g 4.697' 4 ♦ R j7R. .815' .092'4.43o.m' id:ADJ:ADAPTER W LIP 1.375- 3x26• C r_ QUALIFIED FOR USE-'4V/ HV $ -OVENy HV 11�J �r 10011 TR/fiCK BLADE 70-- QUALIFIED FOR_USE" /_HV ° ( HV �FdENCH TRACKS 55" 3-750' __QUALIFIED -USE-USE ->�HV 6063-Te ALLOY AND TEMPER BLADE(1l QUALIFIED FOR USE W/-HVA BLADE 1 6063-T6 ALLOY AND TEMPER BLADE 1)ONLY. ® HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E\"1/ HV 6063-T6 ALLOY ANO TEMPER VARIES "> 1.936' i" 1.915• o BLADE L1J Alai VARIES 1.936" 6053-TG ALLOY AnND TEMPER 1517" L ox 083" 083" .083" °-' .093"' in N -100" .093" .125' .060' .060" 670 N. .093• -093'°o .060" Ado• 670 1.686" �..ZAA V 670 3.520 3.62 • 3.529" 70 ae JR+ 18 'HD CIFUNG HEADER/SILL 3 Q LIFIED FOR USE W/ HV-BLADE(1�ONLY, Q' FOR USE W/ HV BLADE I ONLY SEE SECTIONS FOR VALIDITY:- 6063-T6 ALLOY ANP TEMPER QUALIFIED FOR USE W/ HV BLADE 1Q 14 D WALL HF-74DER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 15,063-76 ALLOY AND-TEMPER 6053-T6 AFLOY AND TEMPER BLADE(1)ONLY. 5063-T6 ALLOY AND TEMPER 1 JII COMPONENT A B T1 T2 MN.XMKYMNt X Y t 2 2' 2" 0.125' 17 "' 5"MAIC 3' 3" 0.090" 18 2" 5"MAX. 0.192' 0.192" D.1sD" D 0 CORNER POSTSVUSEFAGW/ HV ALUMINUM A 2.5' 7'MAX. 1so' BLADE 1' QUALIFIED FOK USE W/ HV QUALIFIED FOR USE W/ HV D 6063-T6 ALLOY A TEMPER BLADE 1 ONLY, ® 2' S'MAX. 0.139" 0.131" BLADE01 6063-T6 ALLOY AND TEMPE�i 6063-T6 ALLOY AND TEMPER pppOQ°�r�ira�o'�o FLOR111DA BUILDING C D Hi h Velocity Hurricane Zone ©2D15 EASTERN METAL SUPPLY, INC. °°° �\ 'vGE `T��: SEEM%% HWTM /TET- ig 0 !,z1 � G 1 Accordion Shutter System o LA7 e. LA G7•'' e7 17 H.V. BLADE#1 W/OR W/0 H.V.AMNDOW BLADE ,o ;� TILLIT-TESTING �C ENGINEERING COMPANY American*ShalffaL Systems REV.Na OESCRIPTIaN GATE OpawN Ey: KL M5 N.W-36th.St,Stu.Sas,VIRC114A GMtOENS,FLOMDA 331O Association, Inc. 1 OIfJ 11-793 4/10/15 [LATE' [14/10/15 4268 West Roads Drive DRAWING No - l Phone (305)871-1530 Faz:(3(15)871-7631 2 . •.•••.....1.•G'•�� a-mg11:tilt...®aol.com files!Palm Beach, FL 33407 3 ___l s/®rvpL y` WALTER A'nLN1Jr.P.E. Phone: (800)432-22(14 Fax: (561)209-8380 4 Y 5-0t.00 P_ESEAL/SIGNATURE/DATE FLORIDA U.p 44-167 .5 SHEET 6 2 OF 20 F!-3HUTTER ASSEMBLY' SCHE �NCE kV (D, HV 12'MIN. LE W 141 40. TO BLADE Top 1A IB75"I - 625, (D W BLADE I I, Ewpft— W BLADE IA Kv 11101W BLADE !6 -.625' .0625" BLADE'S .0625 875' Ala Y 0 W-LONG RECESSED NYLON BUSHING rl KNucKiE 39 (TYP) HV SHORT RECESSED NYLON BUSHING t RI.7 0 40 W NYLON NAT WASHER (D OR (9 qn 375a" 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 40 Cq 0.870"x3/16" THICK NYLON WHEEL. 2 7/8"VIN. HV WINDOW CLEAR 0:5.00 315�O SEPARATION O.jaa"o AIST -302 SERIES S.S. RIVETS BEWEEN a625, I BLADE +5 mo-y-x 1 3/4-ACCORDION PIN W1 #13 HEAD EXTERIOR PENINGS ON C S-ft .7500' HV 2 3/4" ACCORDION PIN W/ #8 HEAL) 41 CLEAR I,F11r BETWEEN POLYCARBONATE IMPACT RESISTANT HV WINDOW _jApS TYPICAL HV WINDOW BLADE AN j 39 3 POLYCARBONATE HV WINDOW DETAIL Lj- i f4( I OL�20I F OOR 0 C N.T.S. NOTE *Pot R13ONATE IIVIP�CT R F-Slff WINDOW `SEE lUIREMENIFT051 (D OR (0 LY A 0 CA�J_jjE Y� BAYER MAKROLON 3103 POLYCARBONATE 127 MIN-CL V -STABILIZED GRADE OR SABIC TJ,, RESINS, UV To BLADE T M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F- ON SHEET 19). y (D OR (1) HV PIN SHALL ALWAYS BE U$ED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR EXTERIOR POLYCARBONATE SOURCES HV (0 BLADE, mpaA= PWICAL �HUITTIER ASSEMBLY 7VICAL FROPERCES STANDMI) 6E5VLo lax RV PIN OR 4XTQ AT -V I. (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT OR r� A,d Imp BLADE'S KNUCKLE. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ Wo (SEE No-rz:9 FOR SPECIM CMVny =1 D792 aM43 141W —3,bA4, -I EXTERIOR "ll", SHEET 7. REQUIREMENTS) 638 ,400 FOL .-lo F.J. BLADE WHEN CORRESPONDING TO INSTALLATION TEHMILE'CELD snimm AVT9 0 11MFUL ST AT TMD rant 0760 12-06 F.J. JZ.400 p.J. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLMPJL IADOULUS ASN taso 040,00 P...L :10,000 p.bl SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. menac RU=M aoo A% U FT-Ibtin 17 FT-Ib,',n Flax'MEN" IN,C T om Mwff ASM Dge 47.27. 84.5 9 MAX .WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT SELF or BURNING AM Dabs- .-I Com C-1 CLAW MT-S- N.T.S. I., Co. ASTM DIp29 ""a Co. AEMERM: AM GISS 7ENSLE SCIMM 11.1 MWERIN.1 AS.no nm p.'4 mo P�.t (1) HV BLADE SOLID & HV WINDOW BLADE DETAILS M511Z SMESS SEFURF WFAMMNG nu no 0461 p...1. Mo 0.1. ELQ3111 A.BU.ILDING CODE(Niqh Velocity Hurricane Zone" 2015 EASTERN METAL SUPPLY, INC. EM4 Alm Accordion Shutter system —FoLFF—C(D H.V. BLADE ffil W/OR W/O.FLV-WINDOW BLADE American Shutter Systems NEY.N. DESCRIPTION DATE DRAWN Ely. M.1- ILLIT TESTING &- ENGINEERING COMPANY Association, Inc. 11 OLD 11-193 34/10/15 DATE 04/10/15 OF N.W.36M St,Ste,Z05,MRGINLk GUMENS.FLORVA 3316 % Ph— (305)571-1530.Fm.(305)571-1531 4268 W-St Roads Drive 2 — DRAWING No .—OW Ult.. Wed Palm Beach, FL 33407 a EB-0006719 Phone; (800)432-220+ Fox- (561)209-8380 15-080 4,11 WALTER A.7nUjr Jr.P.E. SHEET P.E. lit? WRE FLORIDA U..9 44167 6 4'OF 20, CONCRETE ANCHORS I Ig�-gppRglloN I 1 OR POU ED O CONCRETE (SEE SCHEDULE ON SHEET 13) JI TD'M'ISEEE�' ' EDGE OF 11.51 FBUYE(17t.'� I I i I xlx.srNwnnn j 1 REQUIRED SLAB IF aR s+EE1'19 R I .; F-'(SFS lSci mUtE O I � �I I � MIN.EP in RnON D. APPLICABLE EXISTING BAl>6Q&® I i i EXISTING I sxEET t1) I L i + I��I I ORrEET G i l l i I ._-- HEX - GLASS_ I 3 la - }703/4HIX ANCHOR^ WASHER HEAD LOCATION I I TEL(SCREWS® 1 OR 13 OR 15 I 3/9 MIN.. 12"O.C. IXI I t I ^ I 3/a MI. c MCBETirCWCHOR9 { O I (s e IF SCHEDU[E 0 13 SHEET 13) E E EDGE OF I EDGE OF LAB B XISIING II II 'ji, EDGE OF �t J I I SLAB IF APPLICABLE GLASS--I ISLAB IF / I 1/2 1 EDGE OF pppLI � ro aa5 s¢ I I i —SLAB IF APQEE..I. POUR®y CONCRETE POURED CONCRETED E D. I 4R sHFET 19 I I I i 1 POURED FLAT HEAD CONCRETE ANCHORS OR Btnc�tQlk® I I I I UD REQUIRED D. E. D* REglREFIAT HEAD CONCRETE ANCHORS CONCRETE (SEX SCHEDULE ON SHEET 14) (SEE SCHEDULE ON SHEET 14) REQUIRED (C 4tU=C>E1tfI�CG-TI�IS�%ILLA7ION ��� '�L�OR- -iNSTd.LLATION _ 11 TRENCH Ii�STA+LLd75 PSF t e . v wr�I=1 � RcII �r�LA,-TI�I. O VAUD ONLY FOR UP TO+70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE#4, SHEET 11 -CONCRETE ANCHORS MIN,Somalw i r1 r 11 1I (SEE-SCHEDULES ON I�-(�sal-an i I I EXISTING I t -t SHEETS 14 do 14A) I SxEIl n)j I I I I GLASS MIN. SEPARATION I I I I TO GLASS EXISRNG ocGslwG Mi ro CLAM EXISTING_I L� I I I I� i� I I GLASS I I i (SEE SCHEDULE ON I )I 'I 1 GIAS MIN. SEPARATION I, I I 1 ----(s¢TO, G I L I I I L I I SHEET 71) i i i GIASS I I I 1/4"m RW BUUXX TAPCON W/ oil sxEEii'11) I I O I I I (SFE sCHEOULE b I I I AOVPNfiO ITDi[1DFORM I SHEET 11) I I TTF1No10CY OR Poft'FRs I 1/4" NAX: I I I msreats TAPPER+ANCHORS W/ MAX I i I 1 3/4'MIN.EMBEDMENT O 6" O.C.FOR UP TO W'O*SPAN AND TIP,_ 3 OR 1 rJ. I {{10x3/4"HEX I i 4 D.C.FOR SPANS LARGER THAN LI i i w I HEAD MIN. I TEK SCREWS _ j' 6'--0'UP 7O 8'-0`NAX.APPLY ® 1 z"•O.C. I •III (1Y5 P.(SEE NOME 1t ON SHHEET Ell 11 5 1/2' $14x3/4" HEX HFAb I I �- 8 I TET(SCREWS® 9"D.C. I --- 014x3/4"S.D.S. 1 a., FOR uMamoos) 3/6 MAX, OR 1/4"m-20 S.S. U.S. I CONIRETE ANCHORS 6 +O 3/D -- I CONI' W NLfI'® 9°O.C. + (SEE SCHEDULE ON n 1 _ Max. - ' / J ) ': - --- SHEEP 14 17 oR 18 7/2" 1" t `I : 1 1/a'p-zD.3/4'ss 115 1 R 1 8 I' USING 1/4'0-20 NUTS 7 2' '•1'•: 0 1O.C. III I #14x3/4'F.H.S,D.S. ')+"•. :; 1 /a' 1 7 a" CONCRETE ANCHORS EE NOTE 13(b) ® 9"O.C. r '. :x Das 0 NON STRUCTURAL D PORE UD CONCRETE (SEE SCHEDULES ON ON SHEET 1 SEE NOTE 13(b) ..�2.00°MIN-'-`? vIAU-1WN(DECORATIVE •) OR CONCRETE BLOCK 'SHEETS 13 & 14A) POURED CONCRETE ON SHEET 1 ,:'•1+•• ED; 'i, REQUIRED '�,.MIN;: ;.-•::, POURED CONCRETE OPTIONAL POURED EDGE OF ® R LOSRL) RETE BLOCK PJ.Y WALL FOR INSTALLATION RR EQUI - $LAB APPUB IF �F REQREQUIREDCONCRETE - CABLE - "•:�` ••••.'::UIRED © HV WALL WALK—AVER INSTALLATION `: �J HVREgRAINGUARR INSTALLATION fi h9 KEYSTONE IG0191�TING INSTALL�TIDN MAXIMUM ASA.n SPA PRESSURE+fi4,72 pof 4. MAXIMUM SHUTTER SPAN e'-O` DOTE FOR COMBINATION OF SECTIONS; + 1-0.=EDGE DISTANCE 1 THIS INSTALLATION SHALL BE c n �p /� `(�/ / \' ,FAQ, �[' 1-'SEE SHEET 4 FOR TYPICAL SHUTTER REMOVABLE WHEN PERFORMED O SEE UMITATTONS OF USE FOR J�Y-4�����®I�1 DETAILS�� YV / Y BLADE (SFE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT BLADE to ON SHEET 19 ••a R - ASSEMBLY - - - OR ENTRANCE - -_ -2-MOUNTING SECTIONS CAN BE COMBINED - - -- «�� _ _ _ - - - _ _ _ _ U _ -�Ii h-Velocity-I�urricane bone IN ANY WAY TO SUIT ANY INSTALLA710N. INC.D 2015 EASTERN METAL SUPPLY, a2RSf & HJTM � Accordion Shutter System IS D C9 G. EI 17 0 IM H.V. BLADE#1 W/OR W/0 H V WINDOW BLADE ILL. American Shutter Systems RUM- DESCRIPTION DATE DFAWN BY: IJ.L q TILLIT TESTING & ENGINEERING COMPANYAssoci®41on, Inc. 1 OLD 11-193 4/10/15 DATE o4/10/1s • �`�� @`°\ 6355 N.W.36th.SL,SG.305•WROWL4 GAROENS•FLORIDA 3310 4268 West Roads Drive z DRAWING No „ Phone:(305)571-1530.Fox:(305)671-1531 West Palm Beach, FL 33407 3 ,(e a-mall:VILE-0.01,eam YIALTiR A.71067 Jr.P.E. Phone: (800)432-2204 . Fox: (561)209-8380ffil: 15-08, FLORIDA M $Jr.P. SHEET P.�'SC'Al:/FMhTUIiE/DATE 7 OF 20 O• SHEETS INSTALLATIONS p e, ijG SEE NOTES ON LOCKVIG RODS HV LOCKS V ar 0 U 1 90' I N �EXISTING GLASS °N STx`LLATI O N S W/ H�7 r AND PLTERNATE HV LOCK ON SHEEP S. - BLADE SLACK DETAIL HW IS VAUD FOR AI.L 13LA®E W1 HV CENTERMATES CENTERMATES APPLICATION WITH ELAOEQ QaR9°"©+San®aR10+®°R QR SEE END WALL CONNECTION 10+15 OR©+©3 aR Q+ R r--EXISTING GLASS DETAILS ON SHEETS 10 a I _ 6 + + aR 6 + + DR 1 I O O © O O 3 1/4' 7" 6 1/2" 7„ 2"xz'x1/e'xD'-z" O 8 + 8 aR 9+� oR 19+ 5 ofl 9 ———— — --- ———D6/(2)"12 ALL. ALUM. OPPOSING SYMMETRYCAL ANGLE W/(z) 1/4'tl TAPCaN 1/2° OR©+® ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/BOTTOM)k ()10x3/a"S.M.S.® 12" MIN.SEPARATION (a)n1Dx1/2"S.M.S.TO TUBE I o.c. Fuu LED HT.12' W/ HV LOCK 2ro4�or (-5 W/ HV LOCK �o To cuss AT EACH ANGLE(ttP) (SEE SCHEDULE ON 5 ® °R * 35* I N 35* 3 SKEET 11) 44 0 5 90 5* 1 1 OUT. ® � 0-0 ©°R HVA m HVB �910C Qors®cR©+STIR®aR10+C13°R POURED CONCREZE OR IJDSTTNG GLASS CONCRL7E BLOCK WALL © O °R© O •\;J'"' 1 D+ 5 aR + 3 on 1 + R REOU EO + SoR1 + 8oR 8 + 7m �---'-------'-- LI+Q © �+0+� --7------ EXIsnNG © © © � © SYMMETRICAL * IN 7 1 oR 6. 7 1 R f anOI�IXISTIN CENTERMATES 6 5+ B aR 1 + a aR 8 + aR MINTS GHEDUS DN Jr' _—I CLASS 1 ,�* © © © O O (SEE SCHEDULE ON MIN- ———— a° + W/ HV LOCK IGool OPTIONAL SHEEP 12) ® ®® ®* 3 (INTERIOR) O © O O O O O - SEPARATION TO Goss oanoNAL ©+ (SLE SCHEDULE I N ON SHEET 1I) = (INTERIOR) ----------- --_---- ---"------ - — — OUT _ HORS CONCRETE L x 1 1 vARI 1 ANC16' OR 2 VARIES - 3 c7 p O � 6 1/2"MAX.SLACK 0UT OUT HVE HvF"* HyD n e0°°1 Q� T�u�T ~�< Q Q Mi h Velocity Hurricane Pone �A�e\�:; `C�,�g' ••., ©2515 EASTERN MEDAL SUPPLY. INC. Shutter IVa 4�ifi7 CCGa3`➢ HV-111-111' AccordionordfoAccordionutter S stc�. H.V. BLADE JAI W/OR W/O H.V.%0DOW BLADE TILLIT TESTING & ENGINEERING COMPANY American ShufPor Systems REY.N° DESCRtFrION DATE DRAWN 13Y. 6LL AssociafionA Inc. 1 OLD 11-193 4/10/15 DATE: 04/10/15 6455 N.W-38uh.St..St..305,VIROINIA GARDENS.FUIRMA 3315 F ❑�B/QP West Roads Drive Phone:(305)871-1530•Fax:(305)871-1631 DRAWING No e-moll:tiltacomool.c°m West Palm Beach, FL 33407 3 '^'�fr"•. �,,.• EB-OD06719Phone: (800)432-2204 . Fax: (561)209-8380 a 15-080 iYALTER A TICCIT JT:P.E.P.E.SEAL/SIGNATURE/DATE FLORIDA Uc-#44167 5 SHEET 6 8 OF 20 a " POURED CONCRETE POURED CONCRETE OUE2Eb CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WAIL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCIS WALL REQUIRED REQUIRED �E50STING GLASS EXISTING CLASS CONCRETE ANCHOR '.,(J �ff 2•MIN, EXISTING GLASS 16"O.C. EXISTING GL455 MIN.MP M71ON �` -a•--'--7 t" -)•---� 2"MIN. �TJ TD GLASS(SEE MIN.SEPAFAMO,Y }ALN.SEPARARON MIN SEPARATION SCHEDULE ON SHEET 1 TO GL SS(SEE 11 FOR BLADE OAND SCH ULE ON SETTO GLASS(SEE TO uLE SEE EQ EQ SCHEDULE ON SHEEF 1/16'x3"MAX. ON 67 SH 19 FOR ED SH® FOR BtAtIE OAhtO � � 7ItFOR BLADE BAND 11 FOR HAS1E 1FOR 6063-T6) CONT. ON SHEET 19 FOR ON•SHEET 19 FOR ( ` BLADES Q BE t/2^ ON SHEET 19 FOR (LOCATE AT ....—• EQADES a& ALUM.CLOSER 1 7---f- -"` Bim ' qHT E1T}tER SIDE PLATE.{LOCATE ANI - AT EITHER SIDE MIN -=EN t/2"MIN. OF®) //' 1 OUSE 1"OR 2'MAX. 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F f3 ' T A H 4," r,Fi �*► j c rR I TILUT TESTING & ENGINEERING COMPANY Amegican Shutter Systems Assoclation, [no. 4268 West Roads Drive W-t Palm H.o.h, FL 33407 Phon.: 00 432-2=204 Fax: 61 209—S3 .:.. WALTER . ' ' ^ � � MAXIMUM ANQHOR* in.) SCHEDULE FOR A GIVEN-M6L M=R SPECIFICATIONS oN ANCHOR REQUIREMENTS:POURED CONCRETE�OR CONCRETE BLOM SUBSTRATES; (SEE MOUNTINGS,E�0,6:H ON.SHEETS a&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Potram CONCRETE - (A) TO EXISTING POURED CONCREM-(Min.f'c-3 k.1) MMUM @WALL SILL MOU"NG FMI0RG-MO1J"NG,-- @YMM--9bFjNTfRG- ANCHORS SPACING MEN 1/4"0 TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS.AS MANUFACTLIRED BY I.T.W.BUILDEX.(Min. f'o-3 11-1) SPAM (0) A.S.D.DESIGN NEGATIVE LLCAO(puf) Ak. P� U�].N NEGATIVE LOAD 00) /4'0 3/4"ALL POINTS SOUD-SET AN�DHORS,AS DISMEILITED BY ALL POINTS SCREW,SOLT&SPECIALTY COMPANY-(Min.f'o=3 kai) 0 /4�00 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y YLORIDA FASTENERS DIRECT,INC.(Min.Vc-2 1k.1) - 30 40 6 -7-ST-20TI2011601206 90 120 Lad US TAPCON WITH ADVANCED 1 THREADFORM TECHNOLOGY 11-VO TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS4 INC.,'AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 3�0' - - - - - - COMPANY OR ANY OTHER APPROVED UCEtNSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHIUI, SYSTEMS ASSOCCKTION. INIG. DR LESS 14 12 to 8 6 6 14 a a a a R; A-l) MINIMUM EMBEDMENT INTO POURED CONCRETE:OF TAPOGN WITH ADVANCED THREADFORM TECHNOLOGY ANCHQRS AND TAPPER+ANCHORS IS e 4 14 1 lz no a a V5 1 12 IQ 9 a a 4 3-5 A-2) MINIMUM EMBEDMENT OF 114rO k 3/4,"ALL POINTS SOQD-sE'r ANCHORS;SMALL BE 7/a*INTO-qIE POURED CONCRETE.NO EMBEDMENT 14 d a 1� 10 9 _L E, it 16.6 14112 10 a a 8 6 4.5 INTO SIUCCO SHALL BE PERMITTED.I/VO-20 S-SL MACHINE SCREW USED SHALL BE 1 1/27 LONG MINIMUM SiMOULD STLICCO EXtM AND 14 1 i 0 OT 7 N SHCEr III A.3)IN CASE THAT PRECAST=N&PRECAST'CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL 08 FLOOR. 1+112110 7z 4.8 - 14 IZ 10 9 14 .10 6 13:.7.5 ANCHORS SHALL Be LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND END WALL FINISHES,ANCHORAGE SMALL BE AS INDICATED ON 14 12 9.5 17Z 16-5 4,5 - I- 14 112 110 9 _L2 la 9 a 14OTFS A.1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR W[TH01jr METAL SMDS CONSULT THIS ENGINEER.FOR .5 14 L2_ 10 9 3 1 6 14.515.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 213A. IN 42 10 1 9 B a 14- 12 10 -9 _�_r5 TT'-liT To ra- 5 4 -1/4*0 TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUiLDEX. - _IIZI.g 7.5 'TZ--j3-:7 T4-j�.-S 7,15.5 4_5 Z.5 - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,ING,AND DISTRIBUTED 13Y ALL POINTS SCREW,BOd&SPECIALTY T-12-T To--9 T5 M-5-:f- TT 12 g 7 74 4.5 - - COMPANY OR ANY OTHER A&AO�TP LICENSED OR AUTHORIZED MDOR REGISTERIEn WITH THE AMERICM SHMIER SYSTWS ASSOCwTIbN,IND. 14 12 44 7 15.13 3 5.51�F_ 3 im 9 5 5 1 4 3 13-1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/47 AND TAPCDN WITH - - Z_-7- - = - - -I-I-I- -[ 14112 8.5 7 15.51 4 9-2) L41NIMUM EMBEDMENT OF 1/4!0 x 3/4�ALL POINTS SOUD-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 111.5 7.5 6 4 141111 7 154 5 -It B SS 4,5 13.51- EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4!'0-20 S.S.MACHINE SCREW USED SHALL BE I l/V LONG MINIMUM SHOULD STUPCP 14 12 1 8Z 1 7 5_51 4 1- 14 110.5 7 S.S] S 144 EXIST.AND l'MAIMUM FOR WALLS WITH No STUCCO. 14 IOZ 7 5 13,51-1 1 9-5 6.5 5 4 10 17-5 5 4. 3 1-I ANCHORS SHALL BE LONG ENOUGH'TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 14 11.51 9 1 a 5 Y 4 NOTES ELI>&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 - - - ex Z5-9-5 CC) ANCHORS�HALL BE INS�ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANOROWS MANUFACTURER. 14. 1041 7 1&5 -5 - - - 5.5 4:5 17S - - - SEE SCHEDULE BELOW FOR EDGE DISTANCE(F-D.)VERSUS SPACING RELATIONSHIP FOR AN H 13.5 0.61 a I- I- I- 13 R.5 645 5 MMMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR F_D.LESS TIM THE INDICATED,REDUCE [0.5 1 5 4 - - - - jNUIMOR SPACING 13Y MULTIPLYING SPArIAG SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 Z 14 10-5 7 154 4.5 - - - it 15.5 &6 4-9 35 - - - SPACINC OBTAINED USING FACTOR SMALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE- TAP&OM Vf/ADVANCED"MME"O"'Ir1H ALL POINT som STET BLUE TAP W/CAP TAPPER +. 7 5 POURED CONCRETE NORETE POURED CONCRETE ETE 9 IN UNISON 4�1 0 2015 EASTERN METAL,suPPLY, INC. Accordion Shutter System 13LADE#1 W/OR W/rO KV. WNOOW BLADE American Shutfir Systems REY.N. DESCRIFTIOH DATE DRAWN BY. M.L % I In I Assoclation, Inc. OLD 11-195 0+/10/15 DAM' 04/10/15 .-It.tnt-O.O.'c'm West Palm Bea.h, FL 33407 5 DRANYING No "%>70PJAL Phone: (800)432-2204 Fa. (561)20!3-8380 4 15-080 Ff WALTER A.TILLIT Jr.P.E. FLORIDA Lt.0 44167 5 6 13 OF 2q C. � � MAXIMUM ANCHOR* SPACING On) SCHEDULE FOR A 6rVEN MAX. SHUTTER 5PAN, A D ` LOADU (PE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS I,J.K do L ON SHEEP 7) POURED CONCRETE ANCHORS SPACING LEGEND -t,.y!/11.1(OVER-.h'ii TREK MA%IAIUM - -' -+- (DRAINGUARD MOUNTING (E)WALL/FLOOR MOUNTING <t�WALI.ftYAUS-OVER=MOUffroaz r RJN ASDAESIGN NEGATIVE LOAD(psQ A.D.DESIGN NEGATIVE WAD(psf) AS.D.DESIGN NEGATIVE LOAD(p-1) A.s.D.DESIGN NECATiVE LOAD(pst) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 30 40160 75 90 120 160 205 30 40 80 75 90 120 160 205 30 4O 80 75 90 12011 GO 205 30 40 60 75 90 120 1601.205 14 12 10 9 6 8 6 6 12 12 12 12 12 1.5 55 8,5 7 7 7 7 7 7 7 .5 5 6 5 5 5 5 5 6 ALL POINTS SOLID-SET �'-On 14, 12 70 9 8 8 6 5 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 6 5 8 5 5 5 5 s BLUE TAP R LE55 1+ 12 10 e e a 6 6 12 12 12 12 05 0 6 45 7 7 7 7 7 7 7 6.5 s 6 8 s 6 s s s TAPPER+ 14 1Z 10 B 6 8 6 5 12 12 12 12 12 16 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5. 5 5 1i 12 10 0 8 6 B 8 12 12 12 12 11.5 B.S.6.5 5 7 7 7 7 7, 7 L i 5 5 5 5 5 5 5 4 4'-0n 14 12 10 B B 8 8 6 12 12 12 12 12 B.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 8 12 12 12 9,5 0 6 4.5 3.0 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 TO B 8 B 8 8 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 B B a 6 8 12 12 72 11 B 7 5 4 7 7 7 7 7 5.5 4 3 6 5 5 S 5 6 4 3 14 12 10 9 8 8 0 5 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 6 5 5 5 5 14 12 10 9 B B 8 0 12 12 8.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 35 3 5 5 5 5 5 5 4 14 12 10 9 8 13 6 5 12 12 12 9.5 8 •6 {.5 - 7 7 7 7 7 7 5S 4 5 5 6 5 5 5 5 4 �` SEE ANCHOR. 14 12 10 B 8 8 6 5 12 12 t.5 9 7.6 5.5 4 3 7 7 '7 7 7 4.5 35 - 5 5 S 5 5 45 3.5 - SPECIFICATIONS 6�-On 14 12 10 B B 0 6 6 12 12 72 10 '8 fi 45 3.5 7 7 7 7 7 7 7 7 5 5, 5 5, 5 5 5 6 ON SHEET 13 14 12 10 B 8 '8 6 8 12 12 e 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 B 6 8 8 8 12 12 10 8 6.6 5 .75 - 7 7 7 7 7 6 4S - 5 5 5 5 5 5 4.5 - - 14 12 10 B B e 8 0 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 55 4 5 5 5 5 5 4, 3 7'-0n 14 12 10 B 8 8 6 6 12 12 12 B.5 7 5_ 4 3• 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 0 12 10 8.5 5 4.5 3 7 7 7 7 6.5, 5 3 5 5 5 5 5 5 3.5 3 14 12 10 9 8 8 8 6 12 12 B.6 7 5.5 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 s 4 - 0 VALID ONLY FOR UP TO t70, -75 1.4 12 10 B 5 B 6 - 12 72 8.5 7 5.5 7 7 7 5.5,MS 3 - - 5• 5 5 5 4.5 3s - - PSF A.S.O. 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A olJ � ©2015EAERNMETAL SUPPLY. INC, TMERUA LJVTM � � taccordion ShutterSystem o / H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE AmerIcan Shutter Systems REV.No DESCRIMOR DATE SPAWN 0Y: M.L 11 q :• A` TILLR TESTING & ENGINEERING COMPANY 1 ••''••fi�L O[ ' �1` a355 N.W.]6th.5L,Ste.305,VIRGINW GMDFNS,ROMON 3316 A950CIattO(1, Inc. 1 OLD 11-193 4/IO/75 DAIS 04/10/15 p Phan- (305)B71-1530.Fax:(305)871-1531 4265 West Roads Drive 2 e-mail;tilt-a-Oa01.c-m West Palm Beach, FL 33407 3 DRAWING No 11 133- 9 ' Phone: (500)432-2204_ Fax: (561)209-8360 4 15-080 ,..i•1�� WALTER A 'nUjr TLLIT Jr.P.E P.E.SEAL/SIGNATURE/DATE FLORIDA Ua,#44167 5 SHEET 6 14 OF 20 .!: \- 1 rMINI j \ \ :111- _�:� d�� -�:: .'��.� �. u� ►11\. 11'_ •: �� :•ll. __� lad _ b p ISM. 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DESCRIPTION ' �j OF TILLIT TESTING do ENGINEERING COMPANY DATEDRAWN BY: M.L "" C y 8355 N.W.Z.th.SC,Ste.003,VIRGINIA GARDENS,FLORIDA 5]10 AsSo CIatlon, Inc. 1 OIDI 11-197 4/10/1 DATE. 04/10/15 ,t Phone (305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 /0�AL x .-11.Ultacaaool.com West Palm Beach, FL 33407 3 DRAWING No ^�- 'IT1 •E6-0096719 phone: (8D0�432-2204 Fax: (561)209-8380 4 75-0130 t WALTER A TILLIT Jr.P.E. P.E.SEALjS�Gf'(!{1�1rcE/DATE. FLORIDA LJ..p 44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS JNTO WOOD WITH HV BLADE M ONLY 13E LIMITED TO 105.0 psf. A.S.D. d)ES GN PRESSURE RATING, SEE SHEET 19 FOR X SPAN & A.S.O. j: 1/4"0 TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION IT�I _ OE 1 & OR G IN UNISON ),+}' THWADF'ORM•TECHNOLOGY - 1s- WI!1 1/2"Min.PENETRATION — 1/4:'o TAPQON WITH ADVANCED O THREADED AREA TO THREADFDRM TECHNOLOGY f^• EXISTING WOOD HEADER. 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Shutter System p ra H V. �ADE#�1 W/OR W/O H.V.WINDOW BLADE ac TICCIT TESTING ENGINEERING COMPANY American Si1t.ffer SysfernSl REV.N. DESCRIPTION DATE DRAWN BY: M.L �•._,C` ' & C17 �� 8355 IUL 36th.St.,Ste.305.VIRGINkA CAREENS.FLORIDA 33Rd Association, Inc. 1 OLD 11-I93 ;/tO/t DATE 04/10/15 t.1T '•..R...... • d. pp Phona:(305)871-1530,Fax:(305)071•-1531 4288 West Rooda Drive 2 lypp a-ma°:tiltocooaa6wm West Palm Beaah. FL 33407 3 15-0!0j DRAWINrGx 2�Nno +1 T-4 pl ES-0006719 Phone: 860)432-2204 . I= (581)209-8380 4 p •�uyp�tr 0 rdd/Lor WAITER A.11LLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uo.j 44167 s SHEET Q 20 EN® iNSTALL.ATiONS (n WV & HVO BLADES INTO 2"x4" idiiN WOOD STUDS 2k4'MIN. ' WOOD STUDS. 114"V TAPCON iVNH '• (AS APPLICABLE} l ( VANCEO THREADFORM 2x4"MIN.WODC - 2"x4'MIN. !t,L ,r WD00 STUDS, TECHNOLOGY R1Y BUILDIX 5N09 REgb, 2'x4°MIN.WOOD \ ( '•%, (AS APPLICABLE) \ / ANCHORS m e'O.C. FlNISH ;�. \ l wf Y ill`MtN.THREADED .i' STUDS REgb. 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N.W.SM.SL,St..3CS,VIRGINIA GARCe4s.FLORIDA 3316 Association, Inc. f OCD ii-793 f10/t DATE: 94/Y O/15 _ Phan.:(30S)871-7530.Fax:(305)871-1531 4268 West Ropds DFive 2 •�."A'F t .-malt:tRtacatbooLeapt West Palm Beach. FL 33407 3 DRAWING No ��(D�jjAe.Y «'R` ES-0005719 Phone: (800)432-220¢. Fox: (561)209-5360 WALTER A.TILIF Jr.P.E. A P.E.SEALjSIGhtAft7RE/DATE FLORIDA UG.ff 44157 5 SHEET G IS OF 20 GENERAL LhAITATIONS AND CONDMONS OF USE FOR BERTHA SHQII 59M WORKING IN UNISON WITH BY WINDOW BLADE 0 4 A G ®*� T 1.MAX.A.S.D.DESIGN PRESSURE RATING}110,- 110 P.S. 2.MAX.SHUTTER SPAN.95". 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS G.7;AS WELL AS MOUNRNGS M,O,T. U&W©2ON SHEETS 16&17. Q}�J ARRA NLY C D INMA S,TES%-IRTCAI OR OPPO�NG IAYOUi N CASE1)WITH OFOPPOSNG LAYOUT,�y�5 MUST BE INCLUDED ONLY AT SaERIOR ACCESS SIDE OF Om®m N 0fl 5 CENTERMATE. i 6 5.(A)HV WINDOW BLADE 10 SHALL ONLY ALLOW A MAMMUM OF 5 OPENINGS 7YP.EA END a a (3'd HOLES) FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF RV WINDOW BLADE IA MAX_5 WINDOWS OF ANY 3'0 HOLE FOR®SHALL BE 12". ALLOWED AT HV rn a a a (C) OW OR BLADE COMING OUT FROM STARTERS AT ENDS MqY BE KV WINDOW BLADE® � WINDOW BLADE 7�P THROUGH UT WINDOW BLADE(9 9IMUS BE USED ALTERJATE TO A SOUP HV BLADE(D 10 (E�C MATES SFW1 ALWAYS BE INSTALLED ADJACENT TO A SOLD HY • H � a BLADE EFAT'EfIHFOR SIDE OF THEM. yL1 (F)POLYCAR80NA'f$W WINDOW 44 Sh1ALL BE INSTALLED 50 TR TABS FACE SEE ENDI3 THE INTERIOR OF THE OPENING BBNG PROJECTED. HV WINDOW MUST BE CaNNECTION g a ONLY INSTALLED AND LOCKED USING A IN SETTING TOOL PRONTO D I3Y ASSq OLTAJLS ON S • INC. lO&13 Trp-IFa 8H3, FULL HEIGHT. W3'SR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 2� 10A 1. 4 g�19 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P (p �� 1 &2 ABOVE). K 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WPl1 ON SHF$l$ 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES i &2 ABOVE). 8,MINIMUM SEPARATION TO GLASS SCHEDULE ( p H WT(.- SEE PTaP LAN&BOTTOMFOR REQUIREMENTS) y[ 1 a1®an A'cl*O� SHUTTER SPAN MINIMUM SEPARATION TO GLASS •• NLM'E 5" WI �/ Bb•Max ELEVATION AOR SEPARATION TO GLASS EXISTING GLA55 SEE SCHEDULE ON SHEET 12 TDR HADECD �— --.— AND ON 7H5 ATTEST FOR BLADES( & ---5--------------- -------!�-------- ------------ 1 1 �\ --- ----- HA O G S TYP. �1 \ 1 4 5 7YP. sWY/Mz OIC RALS EAMDERhIATES 21 2� xi— w/0 (s�NOTE 4 ABDVFa PLAN— \ 2 4 5 % TYPICAL In HV BLADE WORKING IN UNI F4"lHT;4HV WINDOW BLADE (9 SHUTTER'S \���--- 7°� �= FLOR1111 BUILDING ODE High WICISt�urdcone Zone m 20155ASE ��TEE IRN//��METAL 77�SUUPPLY, INC. �177 Accordion Shutter System 3 l5 OD C9 e. p L7 L7 H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE MIS— ,%( American Shutter Systems REV.No DESCRIFTION DATE DRAWN Ri: M.L. / IIpp TILLIT TESTING & ENGINEERING COMPANY 8355 N.W.36th.5L.Sb_305,VIRGINIA CATIDENS,FLORIDA 331SE /DL890CIC9$10Da Inc. 1 OLD 11-193 4/10/1 OATS: O4/10/15 Phoria:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 a—mall:OIL ...O.-L.-m West P.Im Beach, FL 33407 3 DRAWING Na EB-0005719 phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 ` WALTER A TILLIT Jr.P.E P.E.SEAL/SIGNATURE/DATE FLORIDA Ua.ff 44167 6 SHEEP 6 1'9 OF 20 INSTALLATI0NSVy0 H1/ BLADE HY CEf�TEQ�V�,4TEs ® -X2.000" Max REOUIREO MINIMUM '+,•'VAN)BS.`: 6"x /2 z 05 35"THICK •, * 1(4.3N083" 6.03 GRADE 40MTI.AIA- Mtn.G-BOGV. w 36 AT® A�� 99L �Q STEEL L MEDAL STUDS AT 16"O.C. I _' �•OQ• I m s o.c. -40 41 3m 9/4"r� NOMINAL y 1/2" 475" , ` o 38 W S AN S OF AI_I Itv11NUM SLEEVE 1" 43.a o 12 o FOR BERTHA 1 HV BLADE ACCORDION SHUT-TER 6663-T5 ALLOY RL-gUIREO MINIMUM I Min• w� SYSTEM INSTALLATION TO METAL STUD WALLS 1 3/4"x 6 1/ax 0.035•THICK Mfi.I 43c ®6'°•G• I SEPARATION TO GLASS SCHEDULE; N 3M°x COIN GALV.STEEL TRACK CFWINEL I ASTM A-653 GRADE 40 Mi..G-6D I®s•D.C.' S9 'z 1. MAX_ A-S.D. DESIGN PRESSURE RATING: +75, - 75 ps.f. - •�� GALVANIZED FASIENm To SNps EXISTING FINISHj. 1 a W1(2)ASK TEk SCREWS ON i As APPLCABLE FTIIMUM W11D(2) S EXTERIOR FACE , , , 2. MAX_ SHUTTER SPAN: 84". SEARATION a3c LENGTH•P t" EXISTING GLASS--I MIN.SEPARATION I j TO GLASS ��— TO GLASS I 3. ALLOWED MOUNTING: M@ ON THIS SHEFf. - 4.36 9/•41"0-20X3"-BOLT FF (SEE SCHEDULE) 43 N 3 1/4" -N` I- p' d• 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c 1" EXISTING FINISH (N ) I AS APPLICABLE ( .i WITH 21 ARRA GED A METRICAL LAYOUT. REQUIRED MINIMUM ® s•a.c. '3, i f USE OF 2 35 8" LONG, MINIMUM) MUST ALWAYS BE 1'373" 1 3//4'x fi t/a°x 0,035•THICK Mtn.I ( ) ( 250" I- .050" cOrir.GALV.STEEL TRACK CHANNEL.' 43c INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF ID'l— m ASTM A-k53 GRADE 40 Min.c-60 GALVANIZED FASTENED TO stuns I ® s"D.C. CENTERMATE. nom, W/(2J$6x1/ SCREWS ON ' INTERIOR& DR FACE MTn �'� 1/4"0-20 THREADS BLADE SLACK ETAIL HVF IS VALID ALSO FOR 43c " E C C UG 0 1/z" 12 38 CENTERMATE 27 FOR WITH BLADE 1Q PRODUCTS EAB—LOK FID Ut REQUIRED MINIMUM w :•;;•VARIES'," 436 COMPONENTS I'� �A /2x. "x 1 1/2'k 65 35"THICK 6" O.C. 'L..®YVI Y- tl V 1 V Y Mln.'Ag2A-653 GRADE 4D 1�;;;2•;Mak;'1,• SCALE 3/8"= 7" Arn.c-so cALv.STEEL :1 NIS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE METAL STUDSAT 16"O.C. (TYP.TOP&BOTTOM) 3- vA 4"x 6 1/4"x 0.035"THICK Min. ———— _ _ - - ON/T_CAW_STEEL TRACK CHANNEL. EXISTING GLASS - - ASTM p-653 GRADE 40 Min.G-60 -(r• „ I T I- - _.I I c - ., _ -�+, I; GALVANIZED FASTENED TO STUDS :II1,:���•:.•-_I'IIIII :�IIIII•- 4 3O.••',t/J}b ,•3c ..II•II•': • MET •`fCL II•. SYMM•E TR� • ' ;II.I'•• - EE SHLAAl3S)SUTILOEN)N.,•:�e-$YCAL e'M••2a"x;','-.'1I�'III - I WN TERIR&6x5YMIN. I O I CENTERMATES STO 1IX/2L'ERTlaEIR<SFACc R4(CAES IN ACCESS SIDEEXTERIOR ACCESS SIDEEEW S ON - 'I 6• (TYP.) qir tnrL sEPAtva oN ro GLASS I N3 ! tuN SEPARATION TD aass I N 4 I W/11190E LOCK(4O MMU4 6"M. W/OUTIiIOE IDCK(51E sDEnI.[� J 24 — — — --- — — y .._ _ .. _. 21 + + 21 21 t .. 21 1 LOCATED AT 12 ' HV HEADER/SILL ENDSL VIEW Y -------- -- ----- ---- ----- ---- ---- - ------ 24 (Typ.) 3 n') 7' 6 1/2"MAX SLACK ' '' SIDE CONNECTION TO TRACK (s^MI -- _ (Cont.) - -- - a t/z (ryp.) "pppla0000:oe�� ADE--SLACK--DETAIL HVF'-- _ VC=------ High Welocit HurricaneZone] 4aTaLpE��� - ✓�;•- ©2015 EASTERN MLTAL SUPPLY, INC. q�@ :' .......•pr� C3ERUNA HVTM OL G OO a �-� a v o '�''. o NDOW BLADE Accordion Shutter System o° KV. BLADE#1 W/OR W/O H.V. WI yeC American Shutter Systems 06CRIP710N OA'TE DRAWN W. MA.. TICCIT TESTING & ENGINEERING COMPANY ggp G4� Association, Inc. 1 OLD 11-ts3 /to/ts DATE 04/10/15 6353 N.W.36th•SL,Ste.305,VIRGINIA G4RDIUM.FLORIDA 3316 �1"•• �`•'moi' 4268 m B Roads Drive 2 DRAWING No - � Phone: (3a5)871-1530.Fax-:(305)671-1531 West Palm Beach, FL 33407 3 a-mall:tiltaco®aol.com .• IC '••nKnqt�I, T1s EB-oa0671s phone: (800)432-2204 _ Fax: (561)209-8380 4 .1q 5—o8® �Ssl01A N'- WALTER'A TILLIT Jr.P.E. P.E 9EAL,6(3NATtIQDATE FLORIDA Lie.a 44157 6 20 OF 20