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HomeMy WebLinkAboutProduct Approval 7/2Q12015 Florida Building Code Online --— - EIVED MAY 2 2 2017 id{RtCI}ltlgflt BCIS Home ( Lag In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search 6usln Product Approval Pro fc1L`�1 USER:Public User Regul ti CI I Product Approval Menu>Product or Aooliation Search>Application List>Application Detail FL# FL1850-R10 -- Application Ty L COPY Revision Code Version g 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 ' 4: 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 4 Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D httos-.//w m.floridabuildina.ora/or/pr apo dd.asox?Daram=wGEVXQwtDasg%2f°/o2ftCOhn.lOoeiShOCDrfdBDPfc3tFoHoLNr4aNOloOop/n3dp/n3d 1/� 2912015 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summa rV of Products I FL# model,Number or Name Description 185011 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 FL1850 R10 11 A.S.S.A. INC. drawing DRWG.15-081,12df 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 (Combo) -HVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ-Yes FLIB50 R10 11 A.S.S.A. INC.,DRWG.15-079.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large Missile Level'D". Max.span is 13'-2"for 30 FL1850 R10 AE A.S.S.A, INC. P.E.R. DRWG.15-079,pdf psf positive ASD load w/o window blade, 16'-0"for 30 psf Created by Independent Third Party: Yes negative ASD load for HV1 blade w/o window blade for conditions indicated an schedule#1,sheet 12,And 15'-5"for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASO,load for HV2 blade w/o window blade. See sheets number 12, 25, 28 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.A.-INC. Drawing DRWG.15-080-ndf 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 FL1850 R10 AE A.S.S.A. INC, P.E,R DRWG.15-080.pdf 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, 8'-0"for+64, -72 psf load for HV blade for Keystone mountings 7'-0"for+75, -75 psf for metals stud mountings and 8�-0"for 110 psf.for HVI 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 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 emalls 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: W]F901 BE pq --/AtAmwflnrici;;hiiilriinnnrninrinr 4:0 YOL 1L07 VER799\\73 8 ENO(JIr 31 ESPN N@ COnMn pAVY WALTER A.TILLLIT,JR.,P.E. tilteco@aol.com FL Y.E.License No.44167 FL E.B.License No.0006719 RCODUC1i- EVA LUATIOoM REPORT REPORT NO.: 15-0415:02 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: ' Bertha H.V. Accordion Shutter System HV Blade 1 W/or W/® HV Window Blade SUBMITTED BY. American Shutter Systems.Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Flodda33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. `I"il➢ot, Jr., P.E. (System ID #� 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, [Inc. (A;S.S.A.), based on Rule Chapter No. 6IG20-3, Method 1D of 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 Iimifations and conditions. 2. EM[ NCE SUMMED: 2.1. PRODUCT EVALUATION DOCUMEMT (P.E.®.):_ Drawing Mo. 15-080, titled "BERTHA H.V. ACCORDION SHUTTER 8YSTEM",HV Blade #1 W1 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, 9TKV,4 awing is an integral part:of this Evaluation Report. 45 4690 0 a 6355 N.tail: 36th Street, Suite 305,1Vliai, Florida 33166-1']aone' 305)�� 7 . �'Drax: (305) 871-1531 t IPRQDUCT EVALUATION ION R E7P©RT iINO..1.5-0415.02 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1856 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 11/16/05, signed and sealed by William R. Mehner, P.E.# 1.214.01-105 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, darted 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. a 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. 11 CM-223, dated 03/0412011, 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-8' Additionally, Report No. 0210.01-11, dated 0211112011, 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 HV 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 7/17108, addressed to Eastern Metal Supply Inc. to approved # 9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) grope tii 0 F-1 p. PRODUCT F_-VALUATION RFFORT NO.15-0415.02 3 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 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 in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tillit, Jr., P.E. 3. MISSILE ]IMPACT REVSTANCE: 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 ( for Blade I and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996(for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing No. 15-080 at detail V' on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,16 of 20 of Product Evaluation Document(P.E.D.) , Drawing Mo. 15-080. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing No. 15-080. -5. INSTALLAMR. For HV Blade I Shall be performed strictly in accordance 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.), drawing No. 15-080. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of locks and/or locking rods shall be as indicated on Notes Sof 20 and note 10 on sheet I of 20 of Product Evaluation Document(P.5.D.), drawing No.15-080. The HV Blade Working in unison With Hv Blade 1A, shall be pefFqrmed strictly in accordance with limitations included onsheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing Mo. 15-080 6. MATERIAL C.HARACTERISMS AND SPECIFICATIONS: 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 I shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E-D� &,W( "O'dy 3 No. 15=080 A %Q( td- qq. P R.®ID><CT EVALUATION ION REPO][[2T NO.15-0415.02 4 7. UMO A IONNS AND CONDITIONS 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 Mgy be installed within HIGH VEL®CITY 'HLfRRICANE 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. 441167), President of Tilteco, Inc. (Florida EB-00067119). ��pppgpdOda�oog�dq(�oo� , 0 ' o e GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMEW(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(Sth EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY Be INSTALLED AT HIGH VECOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDIC11ON WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. AREA 1: HV QLADE-S(1)& R IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-t0 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS . BY MULTIPLYING THEM BY 0.13 IN ORI)FRTC)COMPARE THESE W/MAX. (&S.D)DESIGN PRESSORE'RAIINGS INDICATED ON SHEETS 11 THRU 15. 19&20, GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN OPOER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A:53%INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NM USED 10 THEN ANALYSIS.BERTHA, SYSTEM COMPONENTS 21-37 SHEET 3 H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN AcconbANcemm SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV`BLADE Cj)10214.01-03.10715.011-03.1190+41-05,#1214,01-05.90317.02=06.#0609.01-10 AND 90210.01-11 AS PER TAS 201,TAB 202 AND TAB 203 PROTOCOLS &11220.01-10 AS PER TAB 201,TAB 202&TAB 203 PROTOCOLS LARGE MISSILE. AREA 2: Hy BLADE(1)ANI) HV WINDOW BLALDEtIPV -W WINDOW BLADE (9 10505-01--08 AS TAB 201,202&203 PROTOCOLS AND 0725.01-03 AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 Z HV BLADE @ AND HV WINDOW BLADE & ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER 111E 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 N.V.ACCORDION FINS(W SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE f 14X2,75 AND 1 101-75 RESPECTIVELY,410-HT MINIMUM CENTMMATE DETAILS W SHEET 8 SERIES STAINLESS STEEL SCREWS WItH 135.0 k.1 YIELD STRENGTH AND 180 kc t TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED By APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.FINS 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 60e3-T6 ALLOY IS 31.7 ks!AND.35.7 k.l END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN 80018 WITH 50 lksi MIN,YIELD STRENGTH AND 90 k4 MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 241t.3--,4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k.1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 12.13J4.14A.15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 RV BLADE WORKING IN UNISON.12, 13&15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 a.THIS BERM HX ACCORDION SHUTTER SYSTEM SSVIS A US.PATENT#-6-779,581 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE Of?IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 EASTERN METAL SUPPLY,INC. I I S.IT SHALL BE THE RESPONSIFILRY-OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPS?ANCHORAGE CONTRACTOR TO seWoApu'ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THAU FASTENING IN CONTINUOUS cowwr-wrci'THE BUILDING To PREVENT WIND/RAWINTRUSION. AREA 3.• HV WINDOW BLADE9 ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING,PERIODS OF HbRRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS.MUST PROPERLY CLOSE ALL W AND HO CENTERMATES AND ENGAGE'OR LOCK ALL W 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 SECTION 1710.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING to COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. '0141 . ------ AREA 4:, W 11111 OW RLADE n1 -Y 1Z BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING-PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED'10. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;-Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO 89 RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS RED.. PROVIDED HF/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY._ (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO (d)SITE SPECIFIC PROJECTS'SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ORS WHICH WILL BECOME THE ENGINEER OF RECORD .)FOR THE PROJECT AND WHO WILL OBTAIN PERMITS IN THE STATE OF FLORIDA BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE RE D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ORIGINAL P.E.D.SHALL SM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(High Velocity Hurricane Zone� ......... �rY2015 EASTERN METAL SUPPLY,INC. [ERUNA NWTM N Accordion Shutter System H.Y.8LADE#i w/OR W10 KV. WINDOW BLADE American Sh REVX� DESCRIPTION DATE DRAWN SY.' M.L TILLIT TESTING & ENGINEERING COMPANY utter Systems 6356 N.W.361h.St.Sta.:505,VIRGINIA GARDENS .3 Association, Inc. 1. OLD 11-193 3*110/lt DATE. 04/10/15 .......... Ph.n.:(30.9)871-1530.Fax:(305)971-1531 4266 West Road. Drive z DRAWING No —rnow tat.-CUDL..rn West Palm Beach, FL 33407 3 EB-0006719 —080 WALTER A.TiLLTr Jr.P.E. Phone: (800)432-2204 . Fox: (561)20!3-83SO 15 P.E.S SlGa-�RE/DATE FLORIDA U..#44167 S SHEET 9 OF 20 VARIES 1.491' • 3',FOR WINDOW BLADE® 0d, 1.918' �s• Max. °•4234 0 t9 ti • 4.371 a�4, 4.385" .657" 4.999" 1na Y .375" 'rte O5 HV 9g_J980' STARTER THY SOLID BLADE4 p QUALIFIED COVERED UNDER US PATENT # 5458179 QHV UNIVERSAL FLOATER ° OR USE W/ QUAUFIEp FOR USE W/ HV BLADED �•HV DIRECT MOUNT HV BLADE 1 9A HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR UaSE W/ HV 5063-T6 ALLOY AND TEMPER BLADE Q) .37 *SEE LIMITATIONS OF USE OF BLADE (0 ON SHEET 19 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 3.226" 1.500• . 085" c;� 70" h$ 2.670' .".� RYP.) .994' .000" 3.556" 670" 2.228" r _0 2• ry o 642o 4. a .o h 897" M N .615• .092" nql'r' c 4.436' 1 n 1.375' 0.072' a.67 M. O V AU-A W/LIP .920 3.2zs' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK HV TRENCH TRACK g ss BLADE 10 QUALIFIED FOR USE W/ HV O 3.7s0' ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV QUAUFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER BLADE 0 ONLY. HY RAINGUARD BLADEQt 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U(�1)E W/ HV 6063-T6 ALLOY AND TEMPER VARIES m 1.936" BLADE R 61 1" 1.915, o VARIES 1.936" 6063-T6 ALLOY A D TEMPER X. 1 c 1917 a .0b6h70p,'r cn' •m �1An 3. .08" r, aA .0,9 3' .09083" .083' 083" .093" .100• ' -093".1 ` .06on 670 .06 .060" 670 5 570 1.6 70 3.530' 9 HV HEADER/SILL 93 'HD CEILING HEADER/SILL., .579 19 HV CEILING HEADER D • O 94 HD WALL HEADER/SILL q UFIED FOR USE W/ HV BLADE 1 ONLY, QUAUflE DGSORT6SA�Lo HV AND TEMPER BLADEOONLY QUALIFIED FOR USE W/ HV BLADE 1 SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND-TEMPER 6063-TG ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 MN XMN.Y MR X Y t Z" 1" 1' 0.062• 17 2"' 5'MAX 1/8" 1/8" 2' 0.125' 3' 3" 0.090' 18 2" 5"MAX. 0.192" 0.192" SIDE ANGLES ALUMINUM ANG ES O 20 CORNER POSTS QUALIFIED FOR USE W/ HV 1s z.5" 7°Max. 0.tso" O.1so" U BLADEQ QUALIFIED FOUSE W/ HV Q ALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY, 2" 5"MAX 0.139" 0.131• BLADE(D 6063-TG ALLOY AND TEMPE�i ® 6063-TG ALLOY AND TEMPER aloBoa.1 iiialio� 0 �A �() G bpi h Velocity Hurricone Zone 'a�9q ��`�: • V S•'�•'/T�--_- ©2015 EASfFUMETAL SUPPLY, INC. L6LGIQMUM& HWTM G C O o�c. . -+�o Q. o o Accordion Shutter-System KV. BLADE 111 W/OR W/o KV.\MKM BLADE American Shutter Systems REY.No OESCRIP110N GATE DRAWN eY: M.L. a �y $T of TICCIT-TESTING ENGINEERING COMPANY Assocla$loe1, InC. 1 DID 11-193 4/10(15 DATE 04/16/15 6355 N.W.36th.St.,Stu.30.9,VIRGINIA GARUMS,FLORIDA 3315 4268 West Roads Drive 2 t. Phone:(305)871-1530:Fax:(305)871-1531 DRAWING No West Palm Beach, FL 33407 _ �` .............• o-mgii:tilt acoCool.aam 3 s 0067 9r.P.E. hon WALTER A e: (800)432-2204 . Fax: (561)209-8380 4 15-080 5 SHEET P.E.'!; ./SIGNATURE/DATE FLORIDA Ue.d 44167 6 2 of 20 929 1/4,-20 le car 0. 4' TH -1 21E 3 74 .745' k, RMED H UBGNNTEO 2- SM PAINTED IT/01��E1 DIC WIT &W is-. �.j BAKED PAINTED ER.,L 0 0 oss TURN Ic� I MOB. 19 wliN 0p7 n $751 `SM, O CI • C(LWER DRASS MUNDER a KEYS(cwMe (CHaDME FUTM) RQ PLATED} Ul BY CENTERM4JE in,I HV LOC HV EGRESS BLADE &VA ONLY BL l QUALIFIED FOR USE W/ HV BLADE 1O&(0 ONLY HV MATINGmsspep, -325� 7 1 LACK 6063-T6 ALLOY AND TEMPER U, ED FOR USE W1 HV 3.023" QUALIFFOIEDeR 4E W1 HV QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER 2 R- CENTERM81E E & ONLY. BLADE & (9 ONLY. OVAILIFIED FOR USE W1 HV BLADE(I)ONLY 250"D.D. is. 6063-T6 ALLOY AND TEMPER PLASTIC HEAD L2 2 MOLDED To —Rib 4-045' -0 1' SCREW o I. Ve AFTER RIVETING ma 25 BEFORE q /4"9--20 RIVE 3/4 - -?-0 RIVNUT* 5,S� THUMBSCREW *SMES 9444 ALUMINUM(2024-T3 ALLOY)LARGE RANGE THIN SWXr NUTSERT,PART 10820,AS MANUFACTURED BY AMDEL PLAN FRONT EIZVAnoN HV All "T" LOCK GENTERMATE IJ- CHERRY TWORN,PARSPPENY.NO JERSEY 070%OR EQUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE (0 HV•FEMALE "T' LOCK CERTERMATE HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLAbE(DONLY 6D63-T6 ALLOY AND TEMPER QuAuntb FOR USE QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/ 14V BLADE ONLY W/W BLADE(a)ONLY. BLADE(D ONLY. 6D63-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPIP 1.917 \-lHUMBTURN 3 103 CYLINDER OR .052, KEY CYLINDER I—d- 2 6 ;q tocmi 0.875.W.. .125* Cl Hp qENTERmATE Wj NO LQCKING ROD 0 (@ fiD CENTERMATE WZ 'LOCKING ROO 0 QUALIFIED FOR USE W/ HV BLADE 1 & 1 QUALIFIED FOR USE W1 W BLADE W&Qg 6063-Te ALLOY AND TEMPER (�3HD GENTERMATE'S INSERT VAIVES, 12'MiN. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W4 HV BLADE(g&IS 1,130^ 6063-T6 ALLOY D TEMPER EITURN i—ACETAL THUMBSCREWS. ft/2` CYLINDER OR KEY 1S7 Min. CYLINDER -1.78"Max. 1/4"0HI) L =G-Rmle�l QUALIFIED FOR USE W/ W BLADE(D HV 318"0-16 AQML HV 1 OC 4- �-20 AlSi 304, BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK 6063-76 ALLOY AND TEMPER THUMBSCREM - 11IFS S,S, THUMBSCREWS QUALIFIED FOR USE W/HV BLADET& @ 195 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOR USE W1 HV BLADE(1) 1ILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CQDE(Hi h Velocity Nurricune Zone' e"A. 2015 EASTERN METAL SUPPLY,INC. WRITHA NWTM ZAccordion Shutter System Kv.MADE PI W/OR W10 H.V.WINDOW BLADE .S.&A 0 AII TICCIT TESTING & ENGINEERING COMPANY American Shuffer Systems REV.H. DESCRIPTION DATE DRAWN BY: W Association, inc. I OLD Ti-193 24/10/15 DATE: 04/10/IS N.W.36th.St,Etc.J05,VIRGINIA GAVADENS,FLORJDA 3316 % 4268 West Roads Drive Phoria (305)EL71-1530.Fax-.(305}871-1535 2.-MQU.Ultse.0col.m West Patm Secoh, FL 33407 3 DRAWING No "... ORID ES-0006719 15-080 .......... WALTER A.TILLIT Jr. Phone: (800)432-2204 . Fax: (561)209-838 DATE FLORIDA U.#1,4167 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/8"� _ 12•MIN. CE (D HV BLADE 1 41 4G 3 TO BLATIO 1A -1875" 625' fA-ifs fN WI DOW BLADE 0625° baa 1 HV BLADE 1A � � MEcnDN,c_x .0525' .os25" i� HV"LONG RECESSED NYLON BUSHING — IZ� a KNUUCPK)E GGE '0625 1alas s' rau39 3HV SHORT RECESSED NYLON BUSHING • ' in�L a p T7AT PARDON R1.7 0 ® HV NYLON HAT WASHER Q OR ® y eu Exm IDa 1F / 3750" 41 HV WHEEL CARRIAGE AISI 307--303 SERIES / 0.870"x3/16" THICK NYLON WHEEL. 3 I I r�1� N z 7/6"MIN. I-IV WINDOW 1 1 1 315 0 CSR 03.00 a 3.7500' 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION BETWEEN .0625 Os25° ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD x EXTERIOR OPENINGS t 5 3/4" �FCDGK 6-Y m ON G ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 472" �4 " z i/4" s c FRIORDF NATON ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I BSN =LYRICAL HV WINDOW BLADE1nA AND l i3g 3 POLYOA�BONATE HV WINDOW DETAIL O OR ® , ® or ©3 N.T.S. 1 ,(Sc-, 'I EE NOTE FOR REQUIREMENTS) I (D OR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE �"��HV �P�I�N�REQUIREMENTS AT EXTERIOR 81-ADE KNUCKLE FOR 12'MIN-C CE RESINS, UV—LAS IC LE GRADE OR SABIC y I TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN w(l)w ��� i I Q OR ® I (SEE NOTE "F" ON SHEET 19). oar (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR Nom& y BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR 4 POLYCARBONATE 5OURCES FOR EXTERIOR HV ® BLADE. neeuCAELE P6VLT TYPICAL SHUTTER ASSEMBLY 7P1GL pROpERf6 GMNo� _ N.T.S. - N11 PIN 42 OR^�J AT REFERENCE uccvi/s®sx (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR L tuRcaal A,m as im nw BLADE'S KNUCKLE, PtlYSCdt: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324' (SEE NOTE FOR SPECIFIC Gww Y AsnA max 0.044 lb/In' awa roM BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. D4 ® 3 REQUIREMENTS) TENSILE TENsiIE nELG STRENORI Asru 063e 9,404 pal 9,104 P.J. FLEXURAL SMgNGIN AT YIELD ASM D790 12,500 P.J. 13,400 p-Rl (3) HV PIN ® OR I@ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 FLExURAL MODULUS ASN G79D 344.000 pz.L 345.0ao prat. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� a IU=. SHEET O - NOTCHED¢OD ASTM D256 18 FT--lb/In 17 FT-lbin -WHEEL FIRE BURNING CNARAGIERGNGS• bylilEF B CARRBAGE DETAIL SMOKE DENSITY ASM D?843 472 A 64.9 E'MAx N.T.S. Li EMBLY LAYOUT PATE OF BURNING ASM oma- a-1 cuss D-1 CLASS N.T.- SELF 1ONR70N ASTM 01928 1040'F 880'F L'p A�IHFRMr.; ASM G155 TENS SJ:STRENGTH MFR Vl GHERINO ASM 038 0302 pa.1. 8040 p-T. (1� HV BLADE SOLID �c BY WINDOW BLADE DETAILS ,ENS LE SRES9BEFOREWEANER6VG ASN 63G 6461 p.al. e6Go 1a1. N.T.S. arroiiesie>os�o al 0 D D Hi h 97elocit: Hurricane Zone, 9011 ............ „ ©2015 EASTERN METAL SUPPLY, INC. `�:'��GENg�<'..vq 1@19M & HUT, TM Accordion Shutter System� 8 AEI H.V. BLADE 91 W/OR W/O KV WINDOW BLADE c �� ” American Shutter Systems REV.NR DESCRIPTION DATE DRAWN tTr: M-L TIWT TESTING & ENGINEERING COMPANY ?�� ATE OF (L� Association, Inc. 1 OLD 11-193 4/10/1DATE' 04/10/15 395 N.W.36N.SL,Stc.305,VIRGINIA GARDENS.FLORIDA 3316 W Phonc:(305)871-1530.Fax:(305)871-1531 4288 West Roads Dfive Z s'''•..... ''e�a�6 e-mall:httec4®aal.cam West Palm Beach, FL 33407 3 DRAWINGoNo tS/On7nt'� Fp EB-0006719 Phone: (800)432-2204. Fax: (561)209-8380 4 1 —080 1Vfi ,0� WALTER A TIWT Jr.P.E P.E.SEAL/310NATWW`I[IEE FLORIDA ua 0 44167 g SHEET 6 _____LOF 20 *NOTES ON HV LOCKS AND CENTERMATES: 1.MANDATORC CQND[TION lb1: ONE FIV LOCK I&or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN • *��aL + 444111 OR 12"ABOVE OR B OWJY2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTA =*Ns T ANY ELEVATION. HV LOCK 2�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO t�t OR CENTERMATES W1(2) 1/4 A-20 x 1/2" LONG FLAT HEAD S.S. M:S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. �� O 5 4 E3.49$CSEILlN� IONS. TWO MOCK OR ONE HV LOCK OR W/TWO O ' LOCK4ttG RODS AT TOP & BOTTOM SHALL 13E SED F ANY SPAN AND IN ALI.ATIO AT ANY ELEVATION. 16 0 v HV LOCK @ OR SHALL BE ATTACHED TO OR 0 CENTERMATES W/SAME SPECIFICATIONS AS PER MANDATORY CONDITION #r1.LOCATION OF LOCK LOCJC 3 AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL v {pa_I{vp SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHAT I BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. 3. ORRONA -IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HY II H LOCKS W.9 OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES o " dR QI SHALL BE AS INDICATED ON NOTE {i}ABOVE. 4 OR 5 OR 5 OR DOR 4 VR LOCATION OF LOCKS SHALL BE AS INDICATED qN TYPICAL SHLiTTER ELEVATION.. 4. opTIONAL CONDITION ONLY IWMHEN buMMMY Iii!CONDITION �1 QS LIMMM MANDAMa CONDITION l Ep�yfg a H V LrxKSI: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY � h BE USED iF D1:;u1ftEO TO ENHANCE SHUTTER PERFO MANCE. LOCKING BOOS�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). r� p-- 5. MANDATORY CONDRION 1T2: ONE HV LOCK q o ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN V gQ �++ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ° 28 o-9 �g ATTACHED.TO �CORNER CENTERMATE W1(2} 1/4 N-20 x 1/2"LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS _OQg9°o$ "� AT TOP & DO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �r9 5 N MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 8,uFt baa^�YD 5. � .'semONE ALTERNATE VA BE LOCK MAY 8E USED IN LIEU OF HV LOCK or FOR ANY SPAN AND I 5 ��� > INSTA TIONS A7 ANY ELEVATION. ALTERNATE LOCK® MAY USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4"4-2Ox3/4'SS.THUMBSCREW TO @ OR @ CENTERMATES SHALL Be MALI 1/4"4-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHAD_BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1111 LOCKS AT 113 OF SHUTTER.SPAN. 7.MAN=Ry CONDITION #3 FOR KEYSTONE MOUNTING INSTA_I LAnONS: ONE HV LOCK ®or®or @ SHALL BE SEE END USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE 0*BELOW 1/2 OF SHLrriiR SPAN FOR SPANS UP CONNECTION TO 86',AND FOR INSTALLATIONS AT AN ELEVATION.'FIV LOCK(a or 0 or®MAY BE USED AS AN INSIDE OR DETAILS ON L SHEETS 10& OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL.CENTERW/(2) 1/4"--20 x 1/2"LONG FLAT HEAD S.S. 16 HEIGHT. FULL 11 TJf!� M.S_ LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(P W/ OF CORNER OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY, t&lMRED ma CENTERMATE 19NOTES O LOCKS ANQ CENTERMATES: 1. SECOND .--ONDITON! §1 VA D ONLY FOR W'If AND CENTERIMM11MI a AND �� dNE ALTERNATE HV"t"LOCK MAY BE IN TIED IN LIEU OF HV LOOKS OR FOR ANY SPAN AND 10+15 OR Q+QoR +�o1 INSTALLATION AT ANY ELEVATION,ALT TE LOCKY BE USED AS AN INSIDE OR (11 IDE LOCK.ATTACHMENT OF LOCK(8)INCLUDES USING REENFORCING LOCKER>2 ,AS SHOWN ON SECTION HVG, SHEET 9. WHICH MUST BE ©*U+�°R 8�* 7�*1801+ CONNECTED 70 CENTERMATES @ AND @ W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W1 1/4"0-20x1"S.S.M.S. INTO_A 114"Ox 5/e'RNNUT. LOCK MAY BE INSROTOMTALLED ATAND MID$A!OR 12" MAXIMUM A F AND —10W M11 AND *NOTES ON HD LOCKS & CENTERMATES; � 1. " 3 : ONE ALTERNATE HD LOCK lz'.7 MAYBE USED IN UEU OF TYPICAL C9} �-9V BLADE SHUTTER ELEVATION FN,LOCKS OR FOR ANY SPAN AND NSTALLATIO.AT ANY ELtYAI10N.ALTERNATE HO LOCK�4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT OF HD LOCK 8 TO IS W/3 y}8 x 3/8" F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(D AS SHOWN ON SECTIONS HDB-FIV AND DC-NYC,SHEET 10.LOCK MAY BE INSTALLED AT C TQAApgp�d�,F�oaB ra. MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN, USE F LOCKING RODS @ isL PPP ompi.ETELY OPTIONAL. do. 0o i h Velocitj Hu2jcane Zqne 0q4 cfjA 4 2015 EASTERN METAL SUPPLY, INC. C1''?7 LaR�lfll/a`-.!, 1i1T11':/TM •: ,A, nn C 0 Doc \ C-Tti�%L] � accordion Shutter 5ys$�� K I!! Doc H.V. BLADE#1 Wf OR W/O TLV.WMOW BLADE OF " T1LUT TESTING & ENGINEERING COMPANY American Shutter Systems RET.Ha DESCR!FfI6N DATE DRAYM 5Y: h1.L Association, 635Inc. ! OLD it-183 4/ta/ts oAte oa/ta/ts "• ••,�`4f 9D q'�:• , 5 N.W.36th.St.,5!e•305,VIRGINIA GMENS,FLORIDA 3316 Phon6:(305)871-1530.Fax:(305)871-1531 4258 West Roads prive z DRAWING No e�eg 0-mall:tIftoc°®aol.cam West Palm Beach, FL 33407 3 EB-0005719Phona: (800)432^2204. Fax: {561}209-8380 y u 5-080 �"�r"r+zte,"s.•. WALTER A.TILUT Jr.P.E. P.E.SEAL/SIGNVRE/DATE FLORIDA Uc 0 44167 5 SHEET 20 POURED 'CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/40-20x3/4 S.S. CONCRETE CONRECRZ CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUiREO (SEE SCHEDULE ON (SEE SCHEDULES ON CONCRETE ANCHORS SHEET 13) SHEETS 13&14A) NUTS® 12'D.C. (SEE SCHEDULE ON SHEET 13) 1. 1° Min. 1/4"0-20x3/4"S.S. Min, V--7 2 OR(q+1 1] OR 1 S EQ MACHINE SCREWS __ E4 EQUSING 1/4"-20 NUTS I/® 12'O.C. E,D* z zsoMax. H— 13 OR 15 DA - .250` I, it i, D ED r Tall ...Jl 1 .250"Max. 1 :y, 1'C,�-__ 1 Max. D.� � ! � OPTIONALOPTIONALiMIN.SEPARATION i i I MIN.SEPARATION TO GLASS(SEE , �, t TO CLASS ,SCNEOUIE ON^S(iEEY � jj, I i (SEE SCHEDULE ON '�11 FDR BLADE 1 D i 1 1 OR 1 I OOSTNO EXIS71NO SHEET 19 FOR Iii ,1 MMT SEPARATION i i 1 GLASS i SHEEP t t) i ' GLASS---i BLADE 10&l7 i i —(SEE SCHEDULE ON _ , E70STING 1 SHEET 11) Gess—; I HV WALL HEADER INSTALLATION HV WALT. HEADER INSTALLATION HV WAIL HEADER INSTALLATION EXISTING GLASG ' MIN_SEPARATION 1' 1 GLASS—'E MIN.SEPARAT�`1 �-0 , _ ,r •-- 'ILLI 1O2 NFDEt Eft �FOSRi Rtx 1 ;I r i i F( EXISTING TO GLASS 70 1 CLASS(SEE cuss (SEE SCHEDULE - ON SCHEDULE ONSFESEPAPARON SHEET it) MIN, GLASS SHEET 19 FCR ii igt; i (SEE SCHILDULE ON ; i eOPTIONAL SHEET 11) i i .D oi 1/4:-j # / OPTIONAL it ,I i, 1/4`Max. E. M=,/- —13 oR 15 D. tl r-- 13 oR 15 1• • _--- 12 0R 1�4 l __ _ 1/4"0-20x3/4'S.S. Mie. E Ea PHILLIPS TRUSS HEAD -20x3/4°S.S.PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCREI'E ANGHORS 17 OR18 1- 1/4'-20 NUTS 0 12`O.C. (SEE SCHEDULES ON W/i/4`-20 NUTS 0 12'D.C. (SEE SCHEDULES ON Min. POURED CONCRETE SHEETS 13&14A) POURED CONCRETE SHEETS S3&t4A} OR CONCRETE BLOCK DR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WALL REQUIRED yY WALL SILL INSTALLATION (SEE SCHEDULES ON (` •HV WALL SILL INSTALLATIO POURED CANCR SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED ® HY WALL 511-1- INSTALL.TION L�t j{ /p� f�I� NOTE FOR COMDINATION OF SECTIONS: INSTALLATION V DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER * E.D.[EDGE DISTANCE ��q"� HV JJ�{ (� ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) -0 BLLAADEI(9ONNSHEEET 19 ft1R 0 I-IV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED !//floe o�P IN ANY WAY TO SUR ANY INSTALLATION. it" FLORIDA BUILDINGHigh Uelority Hurricane Zone Q 2015 F MERN METAL SUPPLY, INC. :J6EE S %% o E 1I HQ HWTM n pp Accordion Shutter System 1!I� co 1 C�e. L—moi 1 Gt i- GI - a R Ky.BLADE#1 W1 OR W/O H.V.WNWN BLADE American SI11.1tteL" Systems REV.". DESCRIPnaN DATE I DRAWN BY: M.L. �$7N 55�� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-163 4/10/1 MT=: 04/10/13 $ �•'•.� �` �1�.•' ; 0.155 N.W.36th.St.,Stu.30$VIRGINIA WDENS,FLORDA 3]16 4268 West Roads Drive 2 .; �� Phan.:(305)671-1530.Fax:(305)871-1531 West Palm Beach, FL 33407 DRAWING No (�t N1t�` e-mail:GitocD®aol.com 3 /ONt'11'" rit tWALTER A 00571Jr.PX. Phone: (800)432-2204 . Fax: (561)209-8360 s 15-080 JILLT P.E.SEAL JSIGNATURE/DATE FLORIDA Uc.A 44167 SHEET' .6 6 20 POURED _CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEEP 13) m '� i i 1 OR 8 REQUIRET7 E aYGLASS( EDGE OF 11 FOR Ld7mE, i I otic gt+uu I I r•—� �-SLAB B I T',RIfET 19 R i i 1 1 �(sEE�sdl CUTE ON i i r 1 r O• APPLICABLE FX{SFiNG '{ ffi r b- 6HaEr 117 MNjos naN i GLASS-�II i, i i i =• EXISTING t i t r-(SEE SCHEDULE 0 t' 1 ALTERNATE / GLASS-- t y. r , SHEEP 117 ' ANCHOR IOX3 4"HEX i I r r r LOCATION I r TEK HER SHEAD0 t DR 13 mR 5 I 3/5 MIN.. 12"O.C. EXIi �✓t 3/5 NI CCNCRETE ANCHORS i G�.gs l5-' ' I 7 ' (SEE SCHEDULE ON ' I I SHEET 13) $ 50"NG 1 n i r I I E EDGE OF GLASS----r ( r i EDGE OF ' I EDGE OF LAB IF r SLAB IF I 1/2 1 EDGE OF SLAB IF APPLICABLE MK suw N i 1 APPU £0. SLAB IF APPLICABLE i7, wAPPLICABLE 1 ; POURED POUREDOR CONCRETE CONCRETE J1 REQUIRED D REQUIRED POURED FLAT HEAD CONCRETE ANCHORS I £ 0. - D.*— FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEEP 34) Q FIV CEILING INSTALLATION (D HV FLOOR 10-TALLATION ti1 ©Iiy WALK-OVEN. INSTALLATION, a IRENS'LN INSTALLdaTtOM VALID ONLY FOR UP TO+70, -75 PSF A.S.D, DESIGN PRESSURE RATING &FOR SPANS PER SCHEDULE#4, SHEEP 11 t �sAROoN r 1 i �r ; 1 4r:l/4 'CONCRETE ANCHORS I-t6f£SC1iLDixE aN r d EXISTING I•------ (SEE'SCH@UlES ON EXISTING i sxZ 1U r s GLASS—i MIN. SEPARATION I t I SHEETS 14& 1aA) GLASS—1 I TO GLASS i i EXISTING EXISIINc I 0 I (SEE SCHEDULE 0 I I G GtA55-�LNUL o5�uunbN I r I I I , MIN. SEPARATION_ T I Lax StiE£T„ . r r r r r SHEET 11 . GLASS'"'—{SEE SCHEDULE bt/4'a Do BU2DEIT TAPCCN W/I SHEEP II) 7EL"11Not ACfIXi1/ae trnsI FASLEM5;S TAPPER+ANCHORS W/ 1 . 3 OR 15 r /4"HIX r O.C4 F30/R4UP To�CB-oh{SPAN ENT MID HE/l HEADr 4O.C.FOR SPANS lMRTt THA!TEK SCREWS5-b"OPTm 8'0'MAKAPPLY 1')14x3/4" HIX HEAD I T e ' . . i,,' ,IiSEMA1Nf AT ETN'FIST M HEAD 7EK SCREWS 86 9"O.C. I - - 'r r t r (rYA)(SEEE NOTE#as SHO=T t t OR 1/4"0-20 5.5. M.S. I CONCRETE ANCHORS 6 + L)14x3f4"S.D.S. 1 8FAR HtaRNtwsW/NUT®9O.C, t (SEE SCHEDULE ON n 1 ®9"•0.C. I 1 4 I I CON, MAX, 7 SHEET 14} _ ' M L' sEAAHr- 1/4'0-ZOs3/4"55 ISS r 1/4"0-20 NIRS #14x3/4' S.D.S. r;'R•:.',{ o,2"o.a CONCRETE ANCHORS SEE NOTE 13(b) tS 9".O.C. ..,r EKISRND ttON StFiUC(vRA1. .D POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 e 2.00"MAIN.'.�`� .D OR CONCRETE BLOCK SHEETS 13& 14A) FE NOTE F.H.13(b) WAU-TRIM(DECORATIVE REQUIRED POURED CONCRETE ON SHEET 1 ".:'•1:-•" F-I Sw OPTIONAL POURED EDGE OF Q..Iy �' ��I� ii�IJr-I-Ai-.i.-.�•i•il)i�j OR CONCRETE BLOCK ± c.MIN:•:; ...;,.,,�rNy paURED CONCRETE CONCRETE SLAB IF REQUIRED '''4''•"• REQUIRED REQUIRED ' APPLICABLE HV WALL WALK-OVER INSIAL.i-ATION `^ i�V RAiNGUARI) INSTALLATION f AI h1 ICEYSTOiVE R7tdTiNG INSTALLATION` MAXIMUM ASD.nE.M QUPRE45URE:+64,-72 NOTE FOR COMDihEgT(ON OF S-F{)�ti�; MAXIMUM SHUTTER SPAN 6•-G' *E.D.�+ EDGE 015TANCE THIS INSTALLATION SHALT.BE INSTALLATION19 DETAILS �� � � 1-SEE SHEET 4 FOR TYPICAL SHUTTER REMOVABLE WHEN PERFORMED O SEE LIM TATIONS O ASSEMBLY (SEE SPECIFICATIONS ON SHEET t3) F USE FOR ADJACENT 70 AN OPERABLE EXTf BLADE to ON SHEET S 2-MOUNTING SECTIONS CAN BE COMBINED Oft ENTRANCE IDE N ANY WAY TO SUIT ANY INSTALLATION. Nigh 'Velocity SYUTTICOt1e bone Ctill •. 40 tiPY' S••E• c 2015 EASTERN METAL SUPPLY,INC. f IMIE15IT7A NVTM fnI fnt f� ° >� �, Q- Accordion Shutter System ULA ' LS�a gC3c. ►18 M �., N.V. GIME¢fit Wj 4R W/o H.V.lk ND W GIME American Shutter Systems REVNIO DESCRIPTION PATE DRAWN BY: M.L.TESTING & ENGINEERING COMPANY 6355 N.W.36th.5t.,Sts.305,VIRGINIA GARDENS,FLORIDA 3318 Association, Inc. , OLD 11-103 4/10/15 DALE: 04/10/15 " Ph.D.:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive z a-mail:hltec.000I.-M West Patin Somali, FL 33407 DRAWING No •� �Ir�UCrSiQ"+��'• WALTER A TLDLi.sTtdr.P.E. Phone: (800)432•-2204 . Fox: (561)209-8380 4 "��j-080 P.E"''b'EA�h£ i A Wg/DATE FLORIDA U..8 44157 5 SHEET 6 7 OF 20 ZEE END WALL SEE Nalm 014 LOOKING.ROM(D.11v Locks(D.1 0 T AND ALTERNATE W LOCK IS ON SHEET S. Fo-u-T] F IN STING GLASS INSTALLATIONS W/ (I HV BLADE SLACK DETAIL W IS VALID FOR N4 BLADE W/ HV CENTERMATES CERIERMATES APPLICATION WITH SLADEG EXM END WALL CONNECTION EXISTING GLASS DEEAV9 ON SHEETS 10 & Iff-1 - - ---------------------- ------------- 7- @ 7- 6 1/2- (6063T6ALL 7' ANGLE 11/(21 1/ OPPOSING ANCHORSANCH. To CONCRETE II 1/2 OR @-@ 5YMMETRYCAL (rop/samij)a . CENTERMATES f (4?hloxl/2'S.M.S.To TUBE:--- #1 Gx3d4'S M.S 0 12' CENTERMATES MIN.sEPARA'nur4 AT EACH ANGEL(TYP) C.6�u-'LiNGRT. WZ HV LOCK n r HV LOCK TO GLASS (SEE SCHIEDUIZ ON 5 5 F—IN 3 3 SHEET 11) -—-—-—- -- -—- ----—-—- OUT, HVA HVBHVC (D 0 @-(D (D /—EXISTING GLASSPOURED CONCRETE EIL(WE OR CONCRETE WALL ?L——————————————— REQU ED class SYMMETRICAL + STIN N MIN. SEPARATIC ————————— j -CLASS F17 + OR TO GLASS)N MIN. -@.@ b 1 W V LOCK OPTIONAL (ED (SEE SCHEDULE ON 5 SEPARATION OR (INTERIOR) @+(g_@- SHEET 12) TO GLASS r (SEE S"..UE =1N OPTIONAL ON SHEET 11) (INTERIOR) x OUT ____----- CONCRETE -—-—-—-—- VARIES ANCHORS 0. 2 VARIES 3 'y Fo—u7T 6 1/2u /2"MAX SLACK HVD 'w Fo—uT] N.TIQ HVE HVF*-,% Q FLQRIDA BUILDING COOF(Migh Velocity HUrricone Zone q Q 2Q15 EASTERN METAL SUPPLY.INC- No. NC- 44167 INATHN BUT, 10 L�Ec a�vw, o Am Accordion Shutter System H.V. BLADE#1 W/Oft W/b H.V. 'AINMW BLADE American Shuffer Systems REY.N. DESCRIPTION DATE UPAM By. TILUT TESTING & ENGINEERING COMPANY M.L ............. 38th.St,St..305,Miwm GARDENS,R�DROM&n3l $355 N.W. Association, Inc. I OLD 11 Ig3 34/10/1'LDATM- 04/10/15 J"5 Phone.(305)871-1530.Fax:(.30-5)871-IS31 4268 West Roads Drive —2 A-0: West Palm Beach, Fl. 33407 —3 DRAWING No ES-0006712 Phone- (800)43Z-2204 Fox; (561)209-18380 —4 1 9 0 0 WALTER A�TILUT Jr.P.E. 15-080 P.E.SEAL/SIGNATURE/DATE FLORIDA U..#441 67 5 SHEET 6 8 OF 20 ALTERNATE INSTALLATION W,,/HV "T" LOCK C HV P.>+iALE FEMALE "T" LOCKS CENTERMATES TES 8 LACKS S 0 W V SLADE SFE END CONNECTION DETAIL ON MEM 10 8c 19 INSTALLATION C) MV R.LAI3Er �1- � EGasaNa G1A55 (�t� p�+ �•�p p,{/�7-t��+ /� 4 {, ea• EN i� BIAOB(175tACK GEIAIL H�'F.INDICATED ON SHEEt e, I'76l t+ NTGY17u1ti t ieJ �y + .kTaX IN WELL AS U rVS SHE FLOATING USED UTM IL HOOTER" , 6•7 aT 8 m i 0+ mT IKSLAL EO ox ETAS SHEET.MAY BE USES wT9i THIS ALTER" N CTIDN INSTAW N DETAIL SHOWN IN'ITIS EEr. SEE END MARL C0 NE EJIE �/��m(��,�f��}m�•�m TJETAIL$ ON SHEETS 10 Rc 14 2'.z:t�•,�-� 1 � O+�m�+gym®•�7mC.� (eow-rs ALog.arra AHCHaRs ro cSNCREIE I (rar/8analt}a L.------------———— (oPDONAL) q.`x (olmoNN� (4)Itoxt/T%S.Ta NeE fta,3la'r.-,o tT ^�.--"""------------- AT FALTI MGM DYP) I D.0 IRU UNGHr. $ 3 30 tIv „Tr, 1N H,taS"CnP.) IN (P (ttPa 5 3 LOCK (INSIDE) i :a a• a th• 4 s _ (SFE s.7iEWLE oN SNELT 1) 5 1 28 29 1 1 �In. s• tr,• � a � 4 a : 5 3 ��T 31 ors 32 33 3�aR32 31 DR 32 �� 31 oH32 SEE NOTE 0 FOR HY LOGK�, 2 1/4" ID-20 x 1 1/2" S.S.M.S. 35 i` (opnOWv) Y LOCK:ON SHEET 5• ('� W/ 7/8"O x 3/32" WINGNUT. (oFTawL)HQB—HVB OUT a4DG--hIVC OO HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERWATES SYMMETRICAL HD CENTERMATES j'Smis 9:a4 uvaaNOu (��Gyx W/ LOCK EXTERIOR) W/ 2 LOCK—(INTERIOR) (2024 T3 ALDY)LARGE FLANGE THIN SHEET NMERT,Petr t 0620. o"�°fl©+ 7Om0O1iD��"` AS MANUFAMUREU BY AVDEL CHFRRf ISO+'@ TF3Cf01iN.PAR6WPM NEW JEPSE? �tJ tiJ 07654 OR ------------- 3 (D X SEE HOFES ON LOCANG HGO(D h ND Q)Locks aN SH=5 1. W FatnOts=L tlaanNa sL+aEvLTAL Nna-ttm is VAUD FOR Al CEN9musm;N'Pusnoms v=eLA)EQ A IuQ"'�)'1VQ�Xt IIp6p1Q%OPOOOOOdari mal RJOATINO STACK 1 A' DE x+11 h Velocity Hurricane Zone 4� ©2015 EASERNMEFALSUPPL Y,INC. JR & HVTM Accordion Shutter System nS» . n H.Y. RME#1 W/OR W/0 H.Y.WINDOW MADE 4� 5A'1�'Ti'IC�F Q American Shutter Systems REY.". DE5Cft1PToN DATE DRAWN HY: ILL P j LT p TIWT TESTING & ENGINEERING COMPANY p;;'C' ' ORID[ •✓ 6355 N.W,36t1.S,St-305,VIRGINIA GARDENS.FLOMA 331 Association, Inc. i OLD 11-193 4/10/1 DATE: 04/10/15 4268 West Roods Drive DRAWING No 71-1530.Fax:(905)871-1531 2 Phan.:(305)8 AL�t�t e-moH:ttitecomoot.eom West Palm Beach, FL 33407 3 EB-0006719Pltone: (800)432-2204 . Pox: (561)209-8380 4 �j^•-080 WAI.TD7 A.TILLIT Jr.PZ P.E.SEAL/SIGNATURE/DATE FLORIDA Uo.#44167 6SHEET 6 9 OF 20 POURED CONCREIC POURED CONCRETE POURED CONCRETE POURED EBLOC CONCRETE OR OR CONCRETE OR CONCRETE OR CONQRETF CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK YlALL REQUIRED REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHO �—— —— 2"MIN EXISTING GLASS EXISTING GLASS ...JJJ / ® 16'O.C. _ MIN.SEPARATION C 2"MIN. — TO CLASS(SFE 1 MIN.SEPARATION FAN.SEFAR(SEE SCHEDULE AD SHEET DAN i MIN.SEPARATION TO GLASS(SLE it FOR BLADE QAND ro GLASS(S� � I TO GLASS(SEE EO EQ SCHEDULE ON SHEET 1/16'x3" MAX. ON SHEET 19 FOR 11 EDU EE ON H DAN i ��LL ON SHEET 11 FOR BLADE(I)AND BLADES Q&OA 11 FOR BLADE(I)AND ON SHEET 19 FOR (6063-T6) CONT. ON SHEET 19 FOR 1/2. ON SHEET 19 FOR (LOCATE AT BLADES 1Q&& ALUM.CLOSER ` BLADES Q&(9 / o BLADIS Q& EITHER SIDE PLATE. (LOCATE 1/2 1—`- OF 5Q) _ AT EITHER SIDE MIN '_-` 1 _ f _ 1/2°MIN. OF®) I 'q-USE 1"OR 2'MAX. I . IOxI/2"S.M.S. #10xi/2"S.M.S. /I ___— (AS APPI.ICABLE)x2'x1/8'x0'-2" ---- ® 16'O.C. ALUMINUM CUP ANGLE I 16'O.C. --'-- 4 (6063-T5 ALLOY)AT MIDHEIGIIT .Q. ` (2)1/4'0 ITAPCONS ANCHORS TO j SEE DETAIL,X FO ) OR ®o EITHER SIDE OF®)CATS AT OR �P SIDE CONNECTION OR ®° SEE DETAIL X FOR O(,j ®a TO TRACKS SIDE CONNECTION A-0 m®m©+ 7�m 8Om p+®m SEE DETAIL.X FO Q. 6 6+Qm 8 m10+®Au TO TRACKS .SIDE CONNECTION © ®°"��m'® 70'®"` .®'A©.®m©'©tn TO TRACKS 10. 5^•©•®m®+©m ©+O'©'^©+0+®°rt Q+@a 1©.@B m®+@7 an ®+imp•®��+�m��0•® ©•pmt+®m,9+�m�mp.® END CONNECTION DETAIL END CONNECTION DETAIL(j) END CONNECTION DETAIL END CONNECTION DETAIL a REQUIRED ONLY FOR SPANS.GREATER THAN 1 V-p" POURED CONCRETE OR Y ————�IXISRNG GLAS§ CONCRETE BLOCK WALL /�EXISTING 4 4,. REQUIRED LLJ ��11 MIN.SEPARATION #1 1/2"S.M. MIN.SEPAFWCN __ TO GLASS(SEE a 16" C. TO GLASS(SEE —_—_-- -=_=_'- SCHEDULE ON SHEET SCHEDULE ON SHEET __- — 6 OR®OROOR 11 FOR BLADE 1 AND CONCRETE 1/2" MIN. 11 FOR BLADE QANO _ -- --- ON SHEET 19 FO ANCHOR 0 ON SHEET t9 FO _— -- _ i OR 1 3 OR 1 OR 1 OR 1 KCR BLADES Q& BLADES Q& _— ____ © O Eq 5 ---- - -- 1/2^MIN. —- 4 �___ _ �____ • ---- EQ 6 OR®OROOR MIN. 2"MIN. O SEE UM TATIONS OF USE FOR BLADE 1A ON SHEET 28 Q OR 1 3 OR(qOR(5 VIEW Y 5 1 OR Q° PLAN OR(O �OR �° ©"®"^©'�m�°"10+®m DETAIL (SOURED CONCRETE OR ©m®m©+07 mQ 10+®m --'- 10+pm©•®m©+©m EN® INSTALLATION CONCRETE BLOCK WALL ©.7Q+17 m©•Q7 •�m ^ a' �y I� ��/ REQUIRED .®m 1Qa®m©•®m l Y_) FIV BLADE OY'L I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0 NECTION DE ILO 6 FLORIDA B Hi h Velocity Hurricane Zone ,001�. '1. p•� �`, ©2015 SEAAS�T.ERRN/,�METAALL�}S/U7PPLY, INC. \�6B ••NL'g/ • ` '0 15R 11 tTll[r ITU ll TM Accordion Shutter System 67 FLU. BADE#E1 W/OR W/0 KV.WINDOW BLADE American ShuHer SysisTPIS REV.N. 13ESCRIPTION DATE 'ORAWN B{: M.L. TI LIT TESTING do ENGINEERING COMPANY ,q� �. 0r^ r• Association, Inc. , OLD 11-193 /10/1 DATE Oh/10/15 . ` 6355 NYl.76N.St,Glu 700,NRGRfiA GARDENS,FLORIDA 3716 Phane:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drlve 2 _ e-moil:tifts 0ool.— West Palm Beach, FL 33407 �D7 DRAWING NO p�/®�A�E `��,�'1 ®-00o671s Phone: (800)432-2204. Fax: (561)209-8380 4 1 5-080 I' WALTER A TILLTT Jr.P.E. P.E.SEAL%S(CNAi41RE/dAiE FLORIDA LT..{(44167 5o OF 20 SCHEDQE_.#2 NOTES, (1)L+.- MAXIMUM ALLOWABLE SPAN FOR A 41 REQUIREMENTS A,XIMUM MAXIMUM SHUTT" SPAN*, MAXIMUM SHUTTER SPAN* r SHUTTER SPAN*1+' AXIMUM SHUTTER SPAN'S"L+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE L+" OR -L-" (ft.) RATING. FOR INSTALLATIONS W/ L+- OR `L-- (ft.) FOR W R�':'L-" (ft.) INSTALLATIONS DIR 1-" (ft.) INSTALLATIONS L-t MAX.ALLOWABLE SPAN FOR A GIVEN (1)SEE BELOW FOR MINIMUM SEPARATION TO W1 W ! METRICAL CENIqMATES @ &@ or(INVI"WA/L ONE INSTALLATIONS W/ METRICAL CENTERMATES NEGATIVE A.S.D.DPIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN E W/ TWO HV TION OF BUILDING R or HD LOCK _ W/ &T1 OR W/ ONE HV LOCKS & , OR & THE FIRST 3o'-o' ELEVATION HV LOCK 2 or 0 & ONE H'��LOCK OR 0 1 R% LOCKS OR TWO OR W/ NO LOCKING MAXIMUM MEASURED AT BOTTOM OF SHUTTER. No L07 ROD SPAN TO BETE NO LOCKI I R QENTERMATES% CK� zi SPA14 FOR WALL MOUNTINGS OR g� W1 ONE HV LOCK 0 W/ TWO LOCKING RODS OR(3'� W/ INDCOCKING OCKING RODS (0 TOP/BOTTON ODS FLOOR/CEIUNG- (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS Top & iwrom *(SEE NOTES tit RODS 0 *(SEE NOTES to W/ ONE HV LOCK (& OR (MUD FOR MOUNTING Q INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, R 00(SEE NOTES t." SHEET 7) GIVEN A P05MVE ASA_DESIGN PRESSURf MEASURED AT BOTTOM OF SHUTTER IS 3", RATING, DETERMINE MAXIMUM SPAN MAXIMUM MAXIMUM CONCRETE&WOOD M SCJIEDULF- A5.0. CONCRETE&WOOD INSTALLATIONS 0 . CONCRETE&WOOD -MuM CONCRETE FROM uEsm TioNs DESIGN INSTALLATIONS DESIGN GIVEN A NEGATIVE A.S.D.DESIGN ASA. iNsIALLA INSTALLATIONS Omcm PRESSURE FLOOR/CEILING PRESSURE WALL MOUNTINGS PRESSURE FLOOR/CE(UNG MOUNnI4G PRESSURE RATING, DETERMINE MAXIMUM RAnNO WALL MOUNTING MOUNTING RATING & RAONG RATING OR SPAN'L-"FROM SCHEDULE. SEPARATION W_SS SCHEDULE� (.,F-aR`�) - ,/cEIUNO MOUNTINGS (+(pbg.j) FLOOR/CEiLING MOUNTING (P I. FLOOR WALL MOUNTING Sj�lmr_ll ONP` L+ 01) 1 L-(11) L+ (ft) L-(0) L+ (ft) L-(ft) L+ (0) L-(ft) 1+ 1) L+ (it) L-(0) FINAL MAXIMUM ALLOWABLE SPAN IS EQUA 16, 0, �1. 30 131-21, 30 13�__2" 161-01 _13,- 30 14!-g* TO THE MINIMUM DETERMINED SPAN INSTALLATION W/ (NSTALLAT_ 26, SHUTTER TION W1 141-10" 1 Z-6" I��-I—o- 35 BETWEEN"L+"AND"L-. SYMMETRICAL OPPOSING 131-81 35 —12'-7- 15'-7" 35 121-a" 14!-10" SPAN CENTERMATES CENTERMATES 40 12'-3" 13*-19- 120-3" 13'-10- —40 11'-4. 12'-9" 40 12'-2* 15'-2" 40 12'-3' 13'-10"- (3) PROCEDURE TO DETERMINE MAXIMUM . 45 111-11" 131-11 IV-11, IN-I" 45 11'-1" t2'-0, 45 11'-9" 14!-3" 445 111-11" I3'-11" SPAN FOR COMBINATIONS IN BETWEEN 105" 3 3/8-. i 50 10'-9" V-5' .90 111-6" 131-7" 50 IV-7" 12'-5- 1" 50 1 V-7" 12'-5;'- 1 V-7" 2-5- 1 W/FLOOR/CE3UNG MOUNTINGS: OR LESS 55 11'-4" 11'-10' IV-4" ill-10" 55 iv-5- TO'-1t" 55 111-31 I2-11" 55 11 11,_10* FOR A GIVEN POSITIVE A.S.D.DESIGN >105"TO MAX 3 7/B-. 4" 60 11-1- 17'-4' 11'-0- 1 11--4- 60 ".-y" lo'-s" 'so 11'-0" 12'-4" Go 10*-2" 10,_11" PRESSURE RATING: ALLOWED 65 10*-10" 101-10T, 10,-71 101-1w 65 65 101-9^ it'-it" 65 DETERMINE. S USE 2 1/2'FOR HD LOCK(M)OR 10'-1" Ll+-MAX.SPAN FOR WALL mouunNG USE INDICATED VALUES FOR HV CEMaMA 70 lo'-s- 101-6- 10-2- 10,-6- 70 70 10'-7" 111-5" INSTALLATIONS. 75 IV-I' I0'-11 10,-1, 75 w-+- 75 101-4" 111-11 L2+=MAX.SPAN FOR FLOOR/CEIUNG MINIMUM SEPARATION IQ GLASS SCHEDULE' 80 9,-I0* 80 B.-D. W-0. so Io'-0" D'-9" MOUNTING INSTALLATIONS. SHUJIER W/ONE LOCK &TWO LOOKING RODS' OR 85 9-6- W-ir 9'-3* 85 W-9, W-S, 435 9-94 IW-5" FOR A GIVEN NEGATIVE ASD.DESIGN YiH ONLY TWO LOCKS so W-31 91-3 90 W-6, 90 11-1. 101-111 PRESSURE RATING; TION W/ --w— 95 8-3- 8!-3* 95HUTTER EIS 0 -9- -g DETERMINE. TING SPAN INSTALLATION W/ NSTAUA too W-9, 81--4" W-6. LI--MAX.MSPAN FOR WALL MOUNTING milMEDUM OPPOSING 100 81-1" W-1, 100 9,-7" INSTALLATIONS. CENTERMATES CENTERMATES 105 B-7* 7'-11' 8'-4- W-4' 105 7'-11' 7'-71" 105 9-4' L;�­ MAX.SPAN FOR FLOOR/CbUNG - — MOUNTING INSTAULAX(bt4S. 2 110 8`-4" 7'-7- W-2" 71-11, 110 7'-8. 7'-7' 110 11-7- 0 MAXIMUM SHUTTER OR LESS 3/4!' .3,3/16" 115 81-2" 7-3' 1--l' 7'-7- 115 7'-6- V-3-8 115 8,-v I" - L FINAL MAXIMUM ALLOWABLE SPAN IS EQUAJ >105,To MAX SPAN L+-OR- FOR 1 3 1/,V 3 1/4' -G 6 120 11' * - 120 7�_� W-11" 120 81-2" INSTALLATIONS INTO WOOD 'L4--'AND 12-" TO THE MINIMUM BETWEEN -Ll+". 11+', ALLOWED 125 7'-10" 61�-8" 7--l' 7'-0' 125 7--1- 125 SHALL BE LIMITED TO 105 ** USE 2 15/19" FOR HV"T'LOCK(5 W/(5 130 6*-5' 71-6* W-9 13D 7--l' 130 7'-10" a7-I" psf. DESIGN LOAD- (4)GO TO ANCHOR SCHEDULE WITH FINAL *t* USE 4 1/8'FOR 14V'r LOCK V W1 135 7;--r —6'-2- 71-4. V 135 W-111" O'-2` 13.9 V-9" 7--9" MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR KV CENT MATES. 140 7'-5' V-11* 7-,r 61-r 140 V-10, W_iim A.SD.DESIGN PRESSURE RATING TO . . - '. 140 7*-7'- 7--6- DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 11-9. 145 7--3' 7'-1' 145 6--l' 145 . 7'-S" 7'-3- 150 7--2' 5-7" 7'_O* 51-10, 150 6'-7" W-7- 150 - -7 'T' '­7�- CONCRETE&MANSORY WOOD 155 5,=!� 61-101, 11-1.1 155 V-6" W-5- 155 7'-2' 6'-9' H.V. CORNER'CENTERMATE MAY BE 160 W-1 I" W-VI W-9. 5--6' 160 6,-5" 160 7--1' 6'-7" #3 WALL A, B C D E M.N.0,P.Q,R, ,.-VI USED AT ALL MOUNTING INSTALLATIONS. LOCKING S&V. 165 6--10" 165 W-1. 165 7--l' 8'-4" SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F,'K 170 W-9" v-11" 6'-7- 5*-2 170 6'-2" V-11, 1170 V-11" 1.-2. MANDATORY CONDITION #2 NOTE#5, SHEET 5, 175 W-7" 4'-e V-,. V-0 175 1751 6.-g. e-01 FLOOR/CEILING G, H, 1, 11 + J. T, U, W & X. 180 r. I . -sl-10, -ftEXCEPT THAT MAXIMUM SHUTTER SPAN"L.-OR-L--AND MAXIMUM AS.D. MOUNTING + M. 6'-e 1 4'-10" 160 180 185 W-5, 4�-6" W-3- 185 DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 1 5 CV-7- BLOCK SHALL BE U14TED AS FOLLOWS: IS. 8. 190 V-5" W-2- 4!-7' 190 5'710" 5.-6. 11- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +04,-72 p.s.f. 195 W-3, V-3!' 6'_Il 4�-6 195 5-4�- V-3- ISS 6-5" 5,-5, AND 8'-0'SPAN T HV E 200 BLADE 6'-2' V-0 W-0 4�-5 2.00 5 4*-2" 200 V-4" 51-3, SEE MOUNTING ON SHEET 7. 205 6`-01 —+*-I, 6'-0* V-3- 2D5 W-8, ;111 6-3" 5,-1, FLORIDA BUILDNIS CODE(fligh Velocity. UQnricane Zont- ...... @ 2015 EASTERN METAL SUPPLY, INC. IMERTNA Mw TM Accordion Shutter System z A.S.S.AEI H.V.BLADE#1 W/OR W/O H.V.WINDOW WDE AmerIcan Shutter Systems fw.tv DESCRIPTION DATE DRAM BY.- M.L % OF 77ILLIT TESTING ENGINEERING COMPANY Assocloflon. Inc I OLD 11-193 34/110/16 DATE. 04/10/15 035"5 N.W.2�6U�SL.SU.303,VIRGIIA GAROENS,FLORIDA 3316 4,268 West Rd.d. Dew; 2 Phone:(30S)S71-1-WO.Fax:(305)871-1531 —— DRAWING No ....... —.11;Ulte-0001-M West Palm Beach, FL 33407 3 — 15-080 E8-0006719 Phone* (800)432-2204. Fax: (561)209-8380 —4 L WALTER A.TILUr Jr.P.E. P.E. DATE FLORIDAUs.j 44167 -5 A .: n •i:4 . • .' \ \0111111,0111\II\ 1 -_ .: •..ial.' . \7: _SI•\. 1 i ommm� mommm® ®mommmEm �omi�mmmmmmommm�im ®m®mm m®mQvooiamlmm000vomm®onluvtn®mmoonoo®mmv"MOEN ooa�ar��f .- ' m®m000n©,m®mvoly v:®®movvooaammoovo©®mmonnonoon000 mmmoonoommmnvo�ommmon000mlmmonova®mmvovv0000n000®' ; �mmm0000m®moonoo;m®mvooMEN mmmon000mmmvoona���oa000�©; •- mmima000sa,mmmvouoommmvv000m®mnoovammmonoaa'0000000®i ®m®mvmmmnoomommmv000m'®mmv� 1®��®®��mmmom®aa0000mmv© omom KEEMM omnia®mmv ®mmonoaanon000©o. m®moQu©om®m000v®;®mm000vo®mm00aaaammoo®aa0000n®®© �oHHHUMMmooovommmovv®®®m�omovammmv®ov00000mr� j mmmmm©ammmN-AWA z ®mmonvom®mmv©aaa'®®mv>omaanoOoHIM mmmonoadm®RRAILA ammo Immm omamm=mmI®n mm®aaa'oonm®v©o, ® mZ mem®no®®mM""M n ®mo""Mm mlMmm mdlm! 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SPECIFICATIONS ON ANCHOR REQUIREMENTS.,POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN N LIAO AND A CORRESPONDING MOURNG TYPE FOR CONCRETE INSTAUAMP- (SEE M0IJIRJNGq$0.&H ONSHEETS6& 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED cogCRETE: (A) TD EXISTING POURED CONCRETE:(Min.Vo-3 k0) mwmuu @WALL SILL MOUNTING (g)FLOOR MOUNTING ANCHORS SPAQINR LEGEND 114-0 TAPOON WITH ADVANCED THFIDDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min. 1'.-3 Incl) SPAN @ C@LJNG MOUNTING 1 0 x 3/4?'ALL POINTS SOLID-SET ANCHORS,AS DISMIDUTED BY ALL PDT=SCREW.SOLT&SPECIALTY COMPANY.(Min.f'-=3 k.1) A.S.D.DESIGN NEGATIVE (P.0 A.S.D.DESIGN NEGATIVE LOAD ) A.S.D.DESIGN NEGATIVE LOAD iof) le 30 140160 75 190 1120 1 so 1205 30 40160175 90 1201160 205 30 40 69 1 jj so[t2o IIS6:zos •TAPCON WITH ADVANCED 11/4�wi$BLUE TAP CONCRETE ANCHORS V11 CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,NO.(Min.Vc-2 kei) - THREADFORM TECHNOLOGY /4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY Ef 71 W 9 a -a _6_5Z 4 12110 9 3 a a 74- 12- to a a a 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. - - - - - - - - - - -- -- 14 _12 10 1 9 S 1 8 1 G 0 ALL POINTS SOUkSET (Min.f.-3 k.1) OR LBS u ii to 9 3 8 6 -0 `14 12 10 9 8 8 a r 14 12 10 1 9 13 8 6 5 BLUE TAP W/ P NOTES: 14 12 10 9 & 6 7 L4 2 to 9 6 8 14 12 to 9 -8 TAPPER+ A 1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 o 14 1- _L . 7 S4 3.5114 12 Is 9 8 8 a 2 AND FOR BLUE TAP W/CAP ANCHORS IS 1.i/2'. I Z_ 1+ 2 *10 9 a 3 a 5.5 'THE POURED 14 12 10 0 8 -F 1141 LIM SHOULD STUCCO EX17r AND 4 4 2 *10 9 8 8 6 4.5 11, 12 10 9 8 8 A-2)MINIMUM EMBEDMENT OF 1/�"O x.3/4"ALL POINTS SOLJD-SET ANCHORS SHALL BE 7/8*INTO P U CONCRETE.NO EMBEDMENT 14 12 10 9 8 a 6 4.5 14 12 10 9 8 a 6 0.6 14 1-2 to _9 _R _B _±6_14--5 INTO STUCCO SHALL BE PERMITTED.1/4-0-20 S.S. MACHINE:SCREW USED S14ALL BE 1 1/2 LONGM M NO 14• 12 10 9 7.5 5.5 325._7 _L4 :1Z 10 9 e a 6 5-114 12 10 9 13 7 5.5 7- UEATTATIONS OF USE FOR I'MINIMUM FOR WALLS WITH NO STUCCO. BLADE(U ON SHOT 12 5.-04 - - - - - - - - - - - -- I-I- -114 12 10 9 8 S 6 ±�5 SIX A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER OF FOUND ON THE ExtsTING WALL OR FLOOR' 1+ 12110 1 0 a 7 4 14 12 10 9 3 16-51 5 3.5114 12 TO a 0.5 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAO WALL FINISHES.ANCHORAGE SHALL BE AS INOZAib ON _L4_ 12 10 9 8 7-5 4,5 4 Z to 9 B I s I a 4.s 14 12 10 9 8 6 4,5&75 LIT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 - - NOTES A.1)&A.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHO 14 12 9.5 74 S.5 4.5 - 14 12 10 9 8 17.515.5 4 14 12 10 9 1 a 1 6 14.5.15 -IFS WITH METAL MDS SEE SHEET 28A. "_O 14 12 10 1 9 8 16.51 5 3.5 INSTALLATION INTO L 14 12 10 9 7.5 6.5 3 14 12 TO-B.5 7 5.5 4 3 14 12 8 18.5 6.5 4 3 - (B) TO EXISTING CONCRETE BLOCK, (ASTM 0-90) 14 12 10 9 B 1 6 - -.14 12 10 9- 8 5 5 3.75 14 12 10 1 85 B 5 4 - 1/40 TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY MANUFACTURED BY I.T.W.BUILDEX. 14 12 -6.5 5.51 3 - 14 12 10 9 8 6.5 4.5 3.5 14 12 10 a 7 5 3.5 3 1/4"0 x 3/4"ALL POINTS SOUD-Sq ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. - -- - - - - -- - - - - 14 2 __S &S 4 3 1/4!'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT.INC. • _L__10 _L I L4__L2 10 0 6.51 4. - 14, 12 9 7.5 0 4.5 3.5 14 I0.5 7. 54 44 2.5 - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 EIS 7 1 4 - 14 12 10 9 7.5 5.5 4 14 1 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER s=Ems Ass()CLAT16N. INC. _L2__.I_ 7 7-5 45 1 14 11 7 8,5 4.6 1- 14 12 19 9 2 9 7 6 4-5 3 - 14 1 NOTES: 14 _L2_ 10 8 0.5 5 3.5 - -MD 14_ 12 0 7 5.51 3 14 12 3 16-5 55 V 3 - 25 9.5 6 5 4 3 - B.1)MINIMUM EMBEDMENT IWO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4! TAPOON WITH 14 12 0.5 75 6 1- 14- I!Z 19.5 8 6.5 5 - -014 112 8 6-0,5 -4 ADVANCED THRMFORM TECHNOLOGY ANCHORS IS I 13 9-5 0.5 5 3z 1- 14 12110 a 5 - 14 12 8 6.5 5 4 4 30 '4 S 5 10 10 W-G. - - - -I- - - - --I- 14 12 BS 7 U.5 4 9.2)MNIMUM EMBEDMENT OF 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 144 11-5 7.5 6 4 1- - - 14 11 1 7 5.5 5 3.5 It 8 15.5 4,5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL 13E 1 1/2*LONG MINIMUM SHOULD STUqCq 14 12 0 RS 4.51- - _L* 12 134 7 5-5 j_ 14 10,51 7 5.5 6 4.5 - - EXIST,AND I-MINIMUM FOR WALLS WITH NO STUCCO. - I I'S 8-5_k1 4 -I- - - 14 12 9 7 2 4,5 14 11 1 7 5.5 14.5 13.5 - I- 13,3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-0' - -I- - - - - - 12 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3.51- - - 13 19.5 0.5 3 4 3 10 7.5 5 4 3 - - - M NOTES PA)&8.2)ABOVE.FOR INSTALIATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 ?1 7.5 5.5 -I- - - 14 11.5 9 6 5 4 2.5 ELS 8 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET M 0_5 B 5 - - I- - - 14 12 _p�2,5 5.5 4 1.3 10 6-9 5 4 3 21'-0" - - - - -I- - - - - - - - - '4 10.5 7 5.5 4.5 3-5 ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 1- 12 9 6 4,5 4 3. 9 7 45 35 3 - 14 10 7 1- 14,110.5 7 5,5 4.5 - - - IIX 0.5 5. 4.5 3.75 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 4-5 14 111-517.5 1 a 5 - - - 12 9 5 44 4 - - - - I- - 13 110 6.5 S 4 - - - EDGE DISTANCE)jRSjl$ SP �DULE FOR ANCHORS- 1;2e!-0" - z - ACING SCHF 1.5 8-5±L - - - - - -11 a 6.5 1 4 3.5 - - - 8 1 6 4 3 - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE 13.5 0.5 6 - - - - - 13 0.5 6.51 5 4 - - - CLSI 8 1 5 4 1- ANCHOR BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.8 - - - 14 10.5 7 15.* 4.5 - - Re SPACING OBTAINED USING FACTOR SHALL NOT BE LESS CAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. - 11 18.515.5 4.5 35 - - - - - - - - - - - - - - - - - - - 12 9 6 4.5 1 1, 1- - - FACTOR 10.5 a - - - :-- - - 10 7-5-9 '4 3 - - - 7.5 As 4 3 - - - = ACTL(AL TAP�OH W1 ADVANCED'DiREADFORM TECH ALL POINT SOLID SET TAPPER 12.5 54 - - - - - - 12 E, 6 45 4 - - - 9.5 7 5 4- /7N EDGE i BLUE TAP W/CAP -=- 12 k'1 I HV BLADE OR DICTANDE MIN- PACING MIN,SPACING 13 r- - - - - - 13 9.5 6.5 5 OS 7.5 5 4- 3' 41 MIN. SPACING-3 I/Z* MIN.SPACING-3* .3 4!' - - - - - - - - I I B,5 5.5 4.5 14!-0' (1)HV BLADE W/ POURED CONCRETE& POURECRffCRE�IE& pDM CON�J� 7.51 1- - f- - 9 7 4,5 3S - - - - 7 5 3.5 3 CDNCFOE am .it,- CON CON BLOCK Rig EA-31 MR.ED.-2 11Z MR.ED..2 1/2* CONCRETE BLOCK 11-5 a I I- - I- - - I I a 5.5 4-5 9 kG.5 4.6 - - - - -- HV WINDOW _21LE.O-131/1' ED..3 1/27 MR,ED.-3 LS 12 9 a - 9.5 7 4.5-- - - - -- 3 0-90 1.0 0.78 170 0.84 1.0 _. .--= BLADE WORKING 15, - - - - - - - - - 04 a S - - 2 1/2F b.81 1.0 - - 0.07 1.0 -0 1- BS 6,5 4 - - - - - 6.5 _L - - = IN-UNISow 'S' - 5 1- 8.5 IS 4 - - - - - 2 0.71 M51 7 9 BAB 4.5 - 3le 0-91 0.43 - - - - 10 7-5 5 - 1 1/2- 4.5 3 9.5 6 4 jg!flf- ;pw FLORIDA BUILDING CO High Uelocity Hurricane Zone, t4 ......... (9)2015 EASTERN METAL SUPPLY. IND- E BIERITH& NUTM Accordion 8hutter System /TBL 7 C a N.V. MADE#1 W1 OR W10 H.V. WND0W MADE American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: M,L TILLIT TESTING & ENGINEERING COMPANY As /10/I 6355 N.W.30th.St,Ste.3D5,VIRGINIA GARDENS,FLORIDA 3316( soclation, Inc. I OLD 11-193 0+ E DATE 04/10/15 Ph a 4268 West Roads DeN. I (305)871-1530.Fax:(3D5)871-1531 DRAWING No ......... lot -.04 int-GO.L.-n West Palm Beach, FL 33407 3 0 AL 91 EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 '01 WALTER A.ITLETT Jr.P.E. I P RE/DATE FLORIDA U.#44107 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in,) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN &S.D. DFSIQN NEGATIVE LOAD AND A CORRESPONDING MQUNTING TYPE FOR CONCRETE INSTALL aONS (SEE MGUN11N6S 1,J.K 4 L ON sI m 7) POURED CONCRETE ANCHORS SPACING LEGEND I WALK OVER& Il TRENCH Oj RAINGUARD MOUPMNG QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING - uUu TAPCON WITH ADVANCED SPM hS.D.OFSIGN NEGATIVE LOAD(p o A.SD.DESIGN NEGATIVE LOAD(pal) A.S.D.OESIGN NEGATIVE LOAD(p6f) A-S.D.DESIGN NEGATIVE LOAD(psf) THRFIIDFORM TECHNOLOGY 30 40 160 75 90 11201160 205 30 40 60 75 90 120 160 205 30 40 80 75 90 120 160 205 30 40 60 75 90 120 160 205 ALL POINTS SOLID-SET 14 12 10 9 8 B 6 6 12 12 12 12 1211.518.5 6,5 7 7 7 7 7 7 7 .5 5 5 5 S 5 5 6 5 3'-0" 74 12 1G 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 8 5 5 5 5 1 5 BLUE TAP R LF55 14 12 10 9 8 8 6 6 12 12 12 12 OS 9 8 45 7 7 7 7 7 7 7 6.5 b S 5 5 6 8 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7.5 8 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 0 6 6 12 12 12 12 1.5 8.5.6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 1{ 12 10 B B 6 8 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 8.5 5 5 5 5 5 5 5 5 5 14 12 10 B 8 B 6 8 12 12 12 12 to 7.5 5,5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 6 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 B 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 6 5 4 3 14 12 10 9 8 8 6 B 12 12 12 12 10 75 55 4 7 7__I_ 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 0 8 6 8 12 12 8.5 7.5 6 4.3 3.5 - 7 7 7 7 7 7 5 3S 5 5 5 5 5 5 5 4 14 12 10 9 B 8 6 5 12• 12 12 9.5 5 6 4.5 - 7 7 7 7 7 7 SS 4 5 5 6 6 5 5 5 4 SEE ANCHOR 14 72 10 B 8 B 6 6 12 12 1S 9 75 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICA71ONS 6�-0" 14 12 10 B 8 e 6 fi 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5, 5 5 5 5 5 5 ON SHEET 13 14 12 1b 9 6 •B 6 B 12 12 8 6 3 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 B 8 8 6 B 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 14 72 10 B B 8 8 B 12 12 10 a 6.5 5 3.5 - 7 7 7 6.5 5.5 4 7,-0" 14 12 10 B e B 6 6. 12 12 12 0.5 7 5 4 & 7 7 7 7 7 7 7 6 5 3 5 5 5 5 5 5 t4 12 70 9 8 8 6 B 12 1D 6.5 5 4.5 3 - 7 7 7 7 6.5, 5 3 - 5 5 3 5 6 5 3.5 3 14 12 10 9 e 8 8 6 12 12 es 7 6.5 4 - - 7 7 7 7 7 5 - - s 5 5 s s s a - 0 VALID ONLY FOR UP TO +70, -75 74 12 10 9 B B fi - 12 12 8.5 7 5.5 4 J 7 7 7 5.5,4.5 J 6- 5 5 5 45 3.6 - PSF A.S.O. DESIGN PRESSURE 6,-0' 14 12 '10 9 8 8 B - 12 12 05 75 8 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 B e B 'B - 12 B B A5 4 3 - - 7 7 7 7 55 4 - - 5 5 5 3 5 4 3 - SCHEDULE #4, SHEET 11 14 12 10 9 8 8 6 - 12 11 75 8 5 .75 - 7 7 7 7.6 6 45 - 5 6 5 5 5 4.5 - 14 12 10 9 6 8 - 12 115 7.5 8 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 14 12 10 9 8 B - - 12 12 05 65 55 4 3 - 7 7 7 7 7 7 8 3 5 5 3 5 5 5 5 5 74 72 to 9 B 8 0.5 8 5 4 35 - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 3 74 12 10 9 8 0 12 1065 5 4.5 - 7 7 7 6.5 5.5 - 5 5• 5 5 5 4 14 12 10 B 8 B 12 0.5 7 5.5 45 3.5 - 7 7 5S 4.5 3.5 - 5 5 5 4.5 J.5 70-0"14 12, 10 B 8 8, - - 12 11 85'6 5 3.5 - - 7 7 7 7' 7 7 4,5 - 5 5 5 5 5 3 6 45 .•14 12 10 9 B 8 - 9.5 7 4.5 3.5 3 7 7 7 5.5 45 - 6 5 5 5 4.5 35 14 12 10 9 8 B 12 9 6 5 4 .7 7 7 6 S 5 5 5 4S. 5 14 72 10 9 4 8 - 12 95 6 5. 4 3 7 7 5 4 3 5 3 5 4 35 14 12 10 9 8 B - - 12 10 7 5.5 45 3.5 - - 7 7 7 7 7 7 35 - 5 5 3 5' 5 5 5 4 1114 16 9 8 8 - - B.5 8.5 4 4 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - / ^ ` BLADE ONLY 14 72 10 9 8 8 - - 1t 0 55 4 - - - - 7 7 7 3.5 4.5 - - - 5 5 5 5 4S - - - T\\'�J1 �o( 14 12 10 9 8 15 85 5.5 4.5 341- 7 7 4,5 3.5 - 5 5 4.5 35 3 12•-O'14 12- 10 9 8 - - - 12 95 D.5 6 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4S 3.5 14 12 10. 9 8 8 6 4 '3 7 7 3.5 4.5 35 - 5 5 5 45 4 3 T4 12 10 9 8 10 7S 5 4 7 7 6 5 5 5 5 5 4 14 12 10 B 8 0.5 8 fi 4 3.6 - 7 6.5 4.5 3.5 - 5 5 45 JS 3 14 72 10 B e - - - 1S BS 6 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 6 {5 JS 14 12 10 9 B, - 7 5.5 3.5 3 7 7 5 4 3 5 5 0 4 3 14 12 10 9 8 9 7 4,5 .75 - 7 7 55 45 - 5 6 5 4.5 4 14 12 10 9 10 75 5 4 3, - 7 0 4 3 5 5 4 3 14'-0"14 12 10 9 - - - - 0.5 8 5.5 4 3.5 - - - 7 7 7 7 7- 4 6 5 5 5 5 4 ] 14 12 10 9 - 0,5 5 3 7 7, 5 3.5 - '5 5 5 4 14 .12 10 D - B.5 6.5 4 t 7 5 4 5 5 4 14 12- 10 - 9 7 4.5 3.5 3 5.5 3.5 - 5 5 3,5 3 15-0"14 12 t0 - - - 15 7.5 5 4 3 - - 7 7 7 7 3.5 - - 5 5 5 5 6 5 4 3 14 12 70 - 8 4.5 3 7 4,5 3 5 5 4.5 3.58 0 47 5 5 5 5 4 14 12 10 - 8.5 6.5 4 J5 - 5.53.5 - 5 9 3.5 - 15,-0"14 72 70 - - - - - 9.5 7 453.5 3 - - 7 7 76 3 - - 5 5 5 5 5 4.5 3S14 12 10 a 4.5 3 fv' 5 5 4 3.514 12 10 - - - - - 7.5 3.5 .75 5 5 4,5 - - - - - O D G CODET, h (velocity hurricane one, k/ e ©2015 EASTERN METAL SUPPLY, INC. GEi19Sg - f�LEN HA I`lft'1 VTM Q Accordion Shutter System. '3"•r: H.V. BLADE#i W/OR W/0 H,V.YVIIm01N BLADE American Shutter Systems REY.N. OESCRIPf1ON DATE DRAWN 13Y: M.L TILUT TESTING & ENGINEERING COMPANY p Association, Inc. 1 OLD 11-193 4/10/1 DATE-- 04/10/15 O�.�. C 6355 N.W.]61h.SL.Sb.JOS,VIRGINIA GARDENS,FLORIDA 3316 Phony (305)871-1530.Fax:(305)671-1531 4268 West Roads Drive 2 DRAWING No _ n'n G �,t� a-mail:tRte_V..l.com West Palm Beach, FL 33407 3 . SS�Qn AL V tj11 WALTER A-0006T19 RE Phone: (800)432-2204. Fax: (561)209-8380 y 15-080 P.E.SEAL/SIGNATURE/DATE FLORIDA Uc. 44167 5 SHEET s 14 OF 20 c la..a 11 :\ ••:" \. . � �: L\ ISS... •JAI_: :►. 1 \ ►_ :111.. •:• :►• •:: '•►! \. u• \II\ LI'. t: •►.:al. 7 \`f S._:1•\_ mmmm-MIT m00®C7®®®mmm mom®'mmmm®D®1mmmMM m®mmmmIMM omm , ®mmomm U11IMM"WRIMMMUHHH"Mmmomus om®vo�mmmonv�o®®mo�®� nnn°oom�i®mmmovovnlm®moonno mmnmom ®momemo=a�®o®nm=eonQ®nmmmmmomommmmmo®nmoo �mmmmvv�o®®man®oe;m®mon®� o m®©®mmvnvoommmon®oo! ®nn mIM®v=mono®mn©mo=;m®®o©mee;oo®v©000;0®mnv=omm®mo©=oo. �mmmue=mommmovomv,mmmnode©00000a®mMmmnmov mmmomoo=; mmmo®=oommmvom=omm nnoee;nou000mo;mmmo©o=dmmmmom®m11-00 o; mmM"Im mmmmmmmv000immmmn©ee;nn000©©o®mmvv000a®a®mmvnoo �mm©mo==�a�mm®moo=i���®veaeoo®mmoom�mmmoom=®m ommo, ,e®min®winom®menmmm®®®n©veeoomoo®omm®mvo==m,m®r�m©moo. mom=oomomm©o==mm! 000M®O ®©oaase,n®Qomos�mmmam©ommmo; : •. m �:m�Om=mmO O�Om=mMO,m�=®®eve nno®m®OO m�0=m=mm 6l�Omm MM mmO. mm=mOm m®OINmmmm;iCliFfn [i0aae' f7o 0m©D=oomum DMmm ® mO vommo=mo,vv®mmom0,as�eoeaaaeoommom1m o=momm=oommmmmo; moo=mono®�aommo=ol�eenevase;000©�amm0�m©momm=®mom=mo omo=oomeammmo=mmo!eeIN MEamelonmovmomaam0000==mom=o=om! �mom==mmsamoom=omm,r�rsnseaaee mmmmm�mmm=mmivao=oo=o momom000,�m©moo==Imn�Msese,on®�®=oo�mmmmomo®m®mmnmei �m=oon=o,mmo=o=m=sesenmseaasonommoo=®mo====ammo =v ®®mmoo=o®mo=oo=me��sssess,®®ma==ma®®mo=mma®mo=om=o . �m=m000ammom=o=mi�e�msae�se;om©o®=mo�m000mmm;�m©mmomol �moommoa�mmmmm=oi�mnaa®se:eoaoo=ma.mm000===ammo==oo voovmmoov©ammo� nesseselo©ooQoomomommov=®©mmomm=;m©000moom0mo=onm', essess;Dom®mono��©mommom�ommomom; a=moo==o�mmmoom=�messessloo®moo v=mov=olmmoo=omo: ®=000mmo�m©momommoassessom©oeommmm©mmmomm;v©Do=om=; ommmmoo mmmoomor�mesessso�m�=000v©Do=om= am===mo �o=m=moomomomo=m�nasemesn momm�ommmmo=�ommmomo 0 :, .,:'� • ' O .,.�: � ==vInn �voommoovomoov= esessseom0000mo;vommmmvommoommmo ; omomm=oomm000s esAss000moommomvmmmmmommmmmma ®�moom=mommomm=mmnasnesese;nm©omomomommmomv:mmmmmmmo' � � � �. 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G=0.43 W MIN, 6=0.36 unwuuu SPAN(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0.WALL MOUNTINGS 8.0. WALL MOUNTINGS 8,0,WALL MOUNTINGS W & X W & X W & X P & Q S &V S &V S &V ASA 0911 wzeE mmu wr((D4 ISD.uzu ISOGE n m82<IL910 Cg ASA DSBI waa PRSHDE Emn;X ASm ow tam 8ESk Rm ASA o6DI ISVAE Ramp PN71G 114 ASD.DaR IzwF Pm*Pmr C,4 uA DF4tl11rzt:PBmm PACO(A ASA==WOE PtZm PAN&63)ASA D=I W.M DMIRE WIG T#)M Mal RIME RffiIi2 KO3(Ttl) 30 40 60 75 90 05 30 40 60 75 190'.1165130 40.1 60 75 19.0 05 30 140 60 75,.90 05t3O4O 60 75 90 105 30 40 60 75 .90 105 30 40 60 75 90 05 30 40 60 75 90 05 30 40 6075 90 05 30 40 60 75 90 05 '-0"OR LESS 12 10 10 9 8 8 6 6 6 6 4. 61[12 10 10 9 '& 6 6 6 6 6 6 6 1019 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 4'-0" 12 70 10 9 8 8 6 6 6 6 fi 6 10 10 9 B 8 6 6 6 6 6 6 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 72 12 72 12 12 12 12 12 T2 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 5.510 10 9 8 8 6 6 6 6 6 5 10 9 8 '7' 6 6 6 6 6 5 6 5 4 4 4 3 12 12 72 12 12 12 12 12 12 12 12. 12 12 12 12 12.12 0.5 12 1D 10 9, 8 6.5 6 6 6 6 5.5¢.510 10 9 8- 5 6 6 6 .5 5 4.5 10 9 6 3.5 6 6 6 fi 5 4.5 6 5 4 4•3.5 - 12 72 12 12 12 12 12 12 1212 12 12 12 12 12 12 1.0 8S 7'=0" _ 12 10 1tl 9 6.5 4 8 6 6 .5 4.5 '4 10 10 9 5 3 6 6 6 5 4 3.5 10 7 3-5 - 6 6 6 5 4 3.5 6 5 4 4' - - 12 12 12 12 72 12 12 12 12::12 72 10. 72 12 12 0.58.5 7.5 12 10 10 7.5 4S 3 6 6 6 5 4 3.510 10 6 3.5 - 6 6 5 .5 3,5 3 10 4 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 .1;2 11 9.5 72 12 1.5'9' 7.5 6.5 9-0 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 �3 10 9 4 6 6 4.5 4. 3 3 4 3 6 6 4.5 4 3 3• 6 5 3.5- - - 12 12 12 12 12 10 12 12 12 1'1. 9,5 8.5 12 12 10 8.6.5 5,5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 10 6 3 - 6 6 4 .5 3 - 3 - - - 6 6 4 ,5 3 - 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12')b. 6.5 7.5 12 12 9 7. 6 6 11'-0' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - -.12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 72 8 6.5 5,5 4.5 12'-0" 12 10 4.5 - - 6 6 4 - - 12 10 3.5- - - 6 5 3,5-, 6 5 3.5- - 6 5 - - - - 12 12 12 14 9.5 8 12 12 11.6.5 7 6 12 1.5 7.5 6 5 4 13'-0" 12 7'0 - - 13, - - - 6 4.5 - - 12 7.5 - - - 6 ,5 -1- - 6 4.5 - - - 12 12 12 10. 8.5 7.5 12 12 10`8 6.5 5.5 12 0.5 7 5;5 4.5 4 14'-0" 12 10 - 6 5.5 - - 12 7 - .5 4.5 - - - 12 7 - - .5 4.5 - - 6 S - - 12 12 72 9.5 8 6 72 12 9.5'7.5 6 4.5 12 9.5 6.5 b 4 3 1Z - - - - 6 - - - - - 12 - - - 5 - 16'-D" 12 - - 6 - - 12 - 1 I 1- 5 1- 7,5- - 5 Q HV BLADE OR n HV :BLADE W/ .fA -HV WINDOW BLADE WORKING IN UNISON O SEE LIM APONS OF USE FOR 61ADE(B ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHAH BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - -SOUTHERN PINE N.2 W/0=0.55(ND,S) -1/4"0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDD( W/MINIMUM EMBEOMEM AS INDICATED AT -DOUGLAS FIR 1Y/G-050(N.D.S.) • EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G=0.43(H.RS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C=0.36 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEEP 17 AND SHALLCONSIST OF -MIN.1/2"CDX PLYVIOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPECIFICATIONS, A ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. OPF/A//0000/ei Po' o Q () Hi h Veloci( Hurricane none Qp0'� ••., 2015 EASTERN METAL SUPPLY, INC. " G�TSMEAL& HWTM A o li m 8 w Am Accordion Shutter Systems H y. LADE#1 W/OR w/o H.V.WINDOW BLADE American Shuffer Systems REV.H. 'DESCRIPTION DATE' DRAWN BY: M.L. TILLITTESTING & ENGINEERING COMPANY 55N.W.am.5L,Ste.307,VIRGINIAVIRGINIAGARDENS, 33 GARDENS,FLORIDA1e AssoClafiC nl Inc. 1 OLD 11-183 4/10/7 63DATE: 04/10/15 •• AT°S Phone 4268 West Roads Drive 2 "° (305)871 l:0L .Fax:(305)871-1531 DRAWING No "�"" a-me6:GTfocoCaai.com West Polm Beach, FL 33407 q G y� \j1LL -®-0008719 Phone: (800)432-2204 . Fox: (561)209-8380 4 1 J-®U® WALTER A TILLrr"'P.E. P. SEALjS�GKQT(J tE/DATE. FLORIDA U.. 44167 S SHEEP 6 15 OF 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR (I-HV & (R HIV* BLADES (AS APPLIQABLEI MAX, SHUTTER SPAN L+ OR.L— FQR INSTALLATIONS 9NT0 WOOD WITH HV BLADE MONLY-SMALL 13E LIMITED TO 105.0 psf, A.S.D. OESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN A.S.D. DESIGN PRESSURF—RATING THREADFORM TECHNOLOGY W/1 1/2"Mt-PEPENETRATION1/4,'0 TAPCON WITH ADVANCED OF 1NREADED AREA TO A. THREADFORM TECHNOLOGY CGSIING WOOD HEADER. ' W/I In.PENETRATION (SEE SCHEDULE ON SHEET 16) OF V R92 EIM AREA TO 9 III I 1 /OOR EXISTING WOOD HEADER MIN.SEPARATION (SEE SCHEDULE ON SHEET 15) Q To GLASS(SEE '11 WE 2D E MACHINE SCREWS EXISTING OX3 S. GLASS-4 7 at?@ r—ECVQiA�_Z/ 1 7/4'0-20x314•SS. 0 12'O.C. /,--@OR@ WALL __FINISH • ..E;;XI.STING MIN. �__OPTIONAL OR �_WALLH 2'X4 WOOD FINIS HEADER REQUIRED 1 OR mis'nw MIN. EXISTING 2'x4!'WOOD 1YV0 TAPCON WITH ADVANCED C MIN.SEPARATION HEADER REQUIRED 4_ASS--- III MASS ISES MIN SEPARATION 2".4'CM.SILL THREADFORM TECHNOLOGY ON SCHIOU%�N t AN GLASS PLATE REQ D. OF IH AREA W/MIDWIDTHI 11 FDR 00 IIIE%Ig EXISTING (SEE SCHEDULE— GLAS" ON SHEET 11) (SEE SCHEDULE ON SHEET 15) a L—JA @HV MALL HEADER INSTALLAT (1)BYLWKALL HEADER INSTALLATIO_qCIN (�)HV WALL SILL INMLLAT1 1,4 SEPARA'TION MIN.SEPARATION FXISTINI TO CLASS GLAS TO LASS MIN.SEPARATION EXI G (SEE SCHEDULV— i ,ru; COM. TO CLASS I s7nN (SEE SCHEDULE METING WOOD PLATE (SEE SCHEDULE— ON SHEET 11) rl ASS ON SHEET 11) ON SHEET 11) 1/40 4 S. MACHINE SCREWS MACHINE�E SC Z 1/4w'-20 NUTS 0 ------- -WALL FINISH O.C.- T 12 IT k; @FINISH OR la Vxt�'co ORWOOD E: (9 REQ'O.PLAT '44 1/4'0 TAPCON WITH ADVANCED in. THREADFORM TECHNOLOGY 1/4Y0 TAPCON WITH ADVANCED 114"0 TAPCON WITH ADVANCED ffMtn.PENETRATION OF THREADFORM TECHNOLOGY THREADFt)RM TECHNOLOGY AREA INTO PLYWOOD. Min.PENETRATION OF vi/ 1 1/2, Min.PENETRATION W4.1/L I—SEr SHEET 4 FOR TYPICAL LATE OF THREADED AREA 0 (SEE SCHEDULE ON SHEET 15) T AREA INTO PLYWOOD. SHUTTER ASSEMBLY. ZIL F (SEE SCHEDULE ON SHEET 15) 2—MOUNTING SECHONS CAN BE \1ALL MIDW SCHEDULE WOOD PLATF EXISTING MIN.2"X4"SRIDS FINISH (SEEISCHEDULE ON SHEET 15) 'V AIN COX PLYWOOD REQ'D, 0 16'O,C.MAX.REO'D. COMBINED IN ANY WAY TO URISTING MIN_2*x4'STUDS*0 16'O.C.MAX.REQ101 PLYWOOD To HE ATTACHED TO 1/2-MIN.CRDX FINISH SUIT ANY INSTALLATION. PLYWOOD TO BE ATIACHED'TO STUDS IN ACC STUDS IN ACCORDANCE WITH PLYWOOD REQ D. WITH SECTION 2322 OF THE F.B.C. ACCORDANCE SECTION 2322 OF THE F.B.C. J. 0 S E LRATIMIGNIS @14V WALL SILL INSTALLATION HV WALL SILL INSTALLATION 0000fol -VA L SILL INSTALLAT EILEADE 1A ON S iii, [ON 1� BUILDING COD (High VploclL/ Hurricane Zone, f (b)2015 EASTERN METAL SUPPLY,INO. 4 IWEIMITHA HwT1 Accordion Shutter System 4. KV.RAE#1 W/aR W/o RV.VdNDOW BLADE %A �TILLIT TESTING ENGINEERING COMPANY American Shutter Systems RF.Y.tf. DESCRIPTION DATE DRAWN BY: M.. -C H.--ol.M.---305,VROINA GARDENS.ILORIDA=6 Assoclation, Inc. I OLD 11-103 94/110114 QA7_ 04/10/15 ... 44... phn (305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 6—op tiitecomaot.comWest Palm Beach, FL 33407 3 ........ WALTER A.tiltT Jr.P.E. Phone: (800)43(800)432-2204. I=. (561)209-8380 —4 15-080 P.E.SEAL/SIGNATURE/DATE FLORIDA U..#44167 5 SHEET 1 6 0 OF-20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE -in ONLY SHALL BE LIMITED 0 10-5.0 sf_ A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19. FOR MAXSPAN A WALL FINISH A"S"D ®ESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1)& A WORKING IN UNISON CED T TAPCON WITHHREADFORM EQ— EQ 2"MIN. ADVAN TECHNOLOGY W/1 1/2"Min. 4"xe" (Mirl.} EXISTING EDGE(IF APPLICABLE) '•• PENEWTION OF THREADED WOOD BEAM REQUIRED. --' AREA 70 EXISTING WOOD STRUCTURAL ADEQUACY HEADER. 1/4'95-20x3/4"S.S. OF EXISTING WOOD BEAM -IEXISTING W000(SEE SCHEDULE ON SHEET 15) PHILLIPS TRUSS HEAD TO BE CERTIFIED BY 1"Min. ACHINE SCREWS REGISTERED ENGINEER OR E Eq - TRUSSES OR 19 EQ EO WA LINE SC NUTS ARCHITECT PRIOR TO 1/2" 1/2• RAFTER® 24" W 17'D.C. SHUTTER INSTALLATION. O.C.REQUIRED 1/4"0 TAPGON WITH 1 GR 1 ADVANCED THREACFORM EXISTING SOFFlT TECHNOLOGY W/1 1/2"Min. '257" PENETRATION OF THREADED 3/4"Max.INK. ivy y�' I Max, AREA TO EXISTING WOOD B EQ O 1/14.3 4?' EO EO 1"x4"x1/8"CONT.ALUM.TUBE '-OPNONAL (SEE SCHmULE ON SHEEf 15) S.M.S. (6063-70 ALLOY)W/ a 5"D.C. 1 11 Dr 1© or 15 (3)s/tD^s LAc scaEws 70 I EACH RAFTER OR TRUSS. I I O1 or 1©or 15 LOCATE LAG SCREWS AT c, 'I 1 I I MIDWIDTH OF EASTING WOOD EXISTING—III EXISTING MIN 2"x4' . HEADER REQ'0 MIN.SEPARATION I I 1 lAEA10ER.(2"Mtn.NOMINAL WIDTH) CLASS OPEN HOLE AT EACH 1Y TO CLASS I I, I I SND TO ACCEPT THRFADmnpRCnIX.PENETRATION OFORF ' SEE SCHEDULE ON SHEET 11 I I EXISTING IIL,,fff ( ) GLASS---•1 I I 5/16"0 LAG SCREW I[i( lµq�j(,�A„gTD NOESIGN LOAD AND I I I I AT CENTER OF TUBE. I I To mass 1 MN.sEPAFnnav N 9'-0"MAX.SPAN.THIS —I sOEDu E DN s 6tT I I I m sass(sEE r INSTALLATION IS ONLY VALID SO HV WALL HEADER INSTALLATION 11!iR 13/LE 1 orm IXISNNG 1 s� .r oN s� I I FOR WOGRAVITYOD W/MIN.SPECIFC 1 HAD6Qi rr®� I I GLASSY 11 SHEET DE"•`� I I I 1 OR ®-0 MR OR SOUTHERN PINE NoOF 0.50 AS .2. •I��' 1 OR (r I 61Z 10® I OR EQUAL 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, LII 2 INANYONWAY TO SUIT ANY NSrAUATIONG SECTIONS CAN 13E N.. ®SAV CEILING INSTALLATION OHY .CEILING INSTALLATION I M7oN'p�ass(� rkg OR �-0 I MIN.SEPARATION I I 0 MIN.SEPARATION III I I ,sQmutE a+sEEr TO GLASS�IIII-�. TO ELON I I IEXISTING 119 (ONESHCEET 11EIXISITNG (SEE SCHEDULEON SHEEP 11) I GAS\ �&�9) )CLAss—PI'll, VI , I I ALTERNA I I ANCHOR IXISITNG I 8 I I ( FINISH I LOCATION 3/e'MIN. G � I 2"x6"MIN_WOOD 7/4^ C6)- 7 #10 3/4!-HEX DECK REQUIRED ',•;y�.,, 19 Max. 3/a MI WASHER HEAD TEK I (NO FINISH ALLOWED) a.• 4...q. I SCREWS® 12"a.c ��.... 2"x6'MIN.WOOD DECK REQUIRETI (NO EDGE OF DECK w ��" 13 OR© FINISH ALLOWED) IF APPLICABLE :. Q -Eq 1/4"0-20x3/4"S.S. EDGE OF DECK 1 2" 1' --- 1140 4 0 F.H.TAPCON WITH ADVANCED THRFADFORM w /,r0 TAPCON WITH 1" PHILLIPS TRUSS HEAD IF APPLICABLE r- _ - / ''• ADVANCED THRFADFORM Min. MACHINE SCREWS — DFGE �� TECHNOLOGY W /1 1/2"Min. r1 TECHNOLOGY W/1 1/2"Nin. W/ 1/4"-20 NUTS _ 2"hIIN. �- - 2 DECK IF PENETRATION OF THREADED 2'x4•CONT, PENETRATION OF THREADED ® 12"O.C. APPLICABLE 2"MIN. AREA®MIOWIDTH OF WOOD SILL PLATE �;, AREA 0 MIDWIDTH OF WOOD 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. REQ O. PLATE. Y!/ 1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) -0 SEE UM ATIONS OF USE OF BLADE ON SHEET 19 ®HV WALK—OVER INSTALLATION HV WALL SILL INSTALLATION ca��pasaeeoo ®HV FLOOR INSTALLATION 1 BUILDING E Hi h 'Velocity Hurricane Zone' HW TI�/�✓� t�©22ol55�EAStL�l EEASTERNVETAL�SUnPPLY,INC. t • l6w�L�R1TM • //,aa � "� Accordion Shutter System H.V. BLADE JAI W/OR W/0 H.V.1MN N BLADE ^` AIYIerIcan Shutter Systems REV.No DESCRIPTION DATE DRAWN BY. M.L STATE DE TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4 10 9]55 N.W.36th.St.,Sb.305.VIRGINIA WDENS,FLaRtUA 3316 / /1s DATE: 04/10/15 Phan.:(305)871-1530.Fox:(305)871-1531 42fi8 West Roods Drive 2 !(`•• •\ e-moil:UlMcooaal.c.m West Palm Beoch, FL 33407 3 DRAWING No """"•••""-.C., EB-0005719 Phone: (800)432-2204 . Fax: (561)209-838015-080 Sip 81L WALTER A TILUT Jr.P.E. I•IpyTUREYDATE FLORIDA U.,11144167 5 SHEET 6 OF 20 END INSTALLATIONS HV & JR HVO BLADES INTO 2"x4" MIN WOOD STUDS. 2-x4"MIN. 21'X4'MM. 1/4'0 TAPOON WITH �„ WOOD STUDS, WOOD STUDS. (AS APPLICABLE) / VANCED THRENDFORM :� 2'x4'MIN.WOOD `Jt' \ / (AS APPLICABLE) \ / TECHNOLOGY TTW BUILDEX STU05 REDID. ,'! 2'x4'MIN.WOOD ANCHORS 0 a'o.C. ;Y STUDS REO'D. \\ T£+'' ALL WALL \\ / W/1 1/2'MIN.THREADED FlNISH t PENETRATION INTO STUDS OR 9,'• I \ / , FINISHNISH SH W/MN.1/Y THREADED >•:; ' td' EXISTING GLASS I' PENETRATION TO 1/2'COX ?y " EXISTING GLASS EXISTING GV55 1'e / \ PLYWOOD IF NO STUDS EXIST. EXISTING GLASS :�S { / \ ED 0 ED E Ea\\ .' 1/2'MIN.Cox ;y. ,`c WN.SFPARAngY a. T AEN.SFPAAAnIXI ('I MIN.52PAWnoN PLYYl00. ;r.. IAN.sFPAA4nW TD GLASS(SEE ,lar., hp 1/2'MIN.Cox t., - V+�:v.,: TO GLASS(SFE 1/2'MIN.Cox t�, ilk"�'+i%•'+;i4?+: saTmll.Et ONES+FEr TMO."qv sHEer r r":I r. PLYWOOD. :.:4'L::^. cyst%: •>t TO a/ss(sTE ' / SCf1ETA1LE ON SHEET `.d�:Ysxv.,`;,�k til. ON SHST PLYWOOD. tON9f 199D 11 FOR EIACE,OAMI 1/16'x3' WALL 11 FDFi BLADE QANO 11 FG4 BADE CDnAAID 1/2 N SKS Q& lxd SHEET 19 Fiii (6083-T6)CONL FINISH 1/2-MIN.COX J ON SHEET 10 FOR FOR BLADES ALUM.CLOSER PLYWOOD. BLADES WALL BLADE Qh 1 2'INN. PLATE(LOCATE I/2' FINISH usE 1'ars Y Nex. AT EITHER SIDE MIN OF®) Ism-ro.11fA')RN�p�Bart - - ¢10z1/z"S.M.S. 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INTO STUDS 0 12'C.C. INTO STUDS 0 12'D.C. 016 O.C. TO GLASS(SEE 4 SaroImULE ON(SHP�T t/2'MIN. 1111 SCHEDULE ON � A, tOFOR UJAND ON SHEET 19 FOR N SHEET�19 FOR 5 BLADES CD D =--_- -- DIAD6Q&1� Y 1/2'LAIN ©OR®OROOR S _ ----- pR@OR�OR� 1 :w 1 �1 ®- -- -y 2'MI AA �`� 4 O7 R T 1 5 G S_ (DOR Q 4 max` h B OR®OR&R )':`n".'4"'/v'�'c��x�<+i•'� .`y' 'v'1�;`n.i^:4r.�vic:TC.�'SL^ is_i';'(,�y: w®wO.OwOw10•®w QOR©OR(qOR(3 VIEW Y m®w©•70wBQw10•®w �-TYALL FlNI9H 2°x4'MIN.'D.WOOD WAIL r` ®w©�®w®�©w . 1D,®w®•®w©•,r®tea STUDS REQFlNISH 10• t��y DETAIL END CONNECTION DETAIL END COMOMOIL D AIL M12 0OLUDING CQ illi h Velocity Hurricane Zone ©( W 22001155 EASTERN mEfALL SUPPLY, INC.. '�1�, UN& H VTM ° aL1� �'1 .1 ° n Accordion ShiAter System. �' L� Q UNC, � 0 0 H.V..BLADE gi W/OR W/O H V.WI}DOW BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN By: M. •Cy STATE OF �� :TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4/10/15 DATE 04/10/15 "N.W.36th.SL,Sta.3DS,4RGINIA GARDENS.FLORIDA 3316 o� West P West ch, Drive 2 DRAWING No -IlePhone:(305)671-1530.Fax:(305)871-1531 West Palm Beach, FL 33407 3 p ll ^"""�^ D-moll:GR006®aol.com 1 5-®00 _ � , E8-0006719 Phone: (800)432-2204 . Fax: (561)208-8380 4 WALTER A.71LUT Jr.P.E. 5 SHEET 6 1 fl OF 2D P.E.SEAL/SICNATR)RE/DATE FLORIDA Ue.¢44167 o GENERAL LMITATIONS AND CONDITIONS OF URTHA 'M WORKING IN USE FOR BE UNISON WITH HV WINEM BLADE d ®+® 1.MAX.A.S.D.DESIGN PRESSURE RATING+110•- 110 pa.f. Y Y (T)> U 5 Y 2.MNC SHUTTER SPAN.96". 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS S.7;AS WELL AS MOUNTINGS M,O.T.UQ&W ON SHEETS 16&17. s ARRAtt��ONLY CCC��E�D IN A�SYMMEtRICJL WIM(21 OR OPPO�NG LAYOUT.N CASEOF OPPOSING z LAYOUT,p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS 516E OF 7 4 oa 5 OENTERh E Oa®CA N WINDOW 16 (3.0 HOLES) FOR®PER GLADSHALL SPACINGONLY S W A_SHOWN ONUSHEET 4.OF 5 aPCNINGS TYP.EA.END 01 (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF TLV WINDOW BLADE to OF ANY 3"0 HOLE FOR®SHALL BE 12•. MAX-5 WINDOWS , , ALLOWED AT HV rn (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE® � WINDOW BLADE 1 (D)HV WINDOW BLADE(9 MUST BE USED ALTERNATE TO A SOLID HV GLADE iO ti THROUGHOUT SHUUFR'S MOTH. (E)CE MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W BLADE 1 AT ETIIIIR SIDE OF THEM. X (F)POLYCARBONATE FIV WINDOW SHALL BE INSTALLED SO III TABS FACE = THE INTERIOR OF THE OPENING B,NG PROTECTED. FIV WINDOW(44)MUST BE SEE END , ONLY INSTALLED AND LOCKED USING A FIV SETTING TOOL PROMO BY ASSA, CONNECTION INC. DEFAILS ON SHEETS 1sH c ;t 0- 0 FULL HEIGHT. A33R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME B 1f BUILDINGS ON SHEET 15,AS UMITED BY SPAN AND DESIGN LOAD(SEE NOTES z 1 P 1P J�, �= 1 &2 ABOVE'). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED C� CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 &13 AS LIMITED 13Y - -U.0 I �-1 [R� SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8,MINIMUM SEPARATION TO GLASS SCHEDULE- (SEE CHEDULE(SEE PLAN FOR REQUIREMENTS) q� D H TYP TOP&BOTTOM W ) oa®oG�l+� SHINIER SPAN MINIMUM SEPARATION TO GL/5S -•• "NLIMNEO MO 96"Mo. 5" ELEVATION MN SEPARATION To anss EXISTING GLASS SEE SCHEDULE ON SHEET 12 FOR&ADEM ' -__ AND ON THIS SHEET FOR Bums(D& !3 W1&QUERiOR ONLY) -_-5--------------- ---------- ---- __�S \\_----_ _--_-_____.-._-__ G CENTERHATE P. 1 1 \ 4 ®0 Typ, SY/MM�'TRICRAL 5 ERh1ATE5 Q`y \ I �— (wrsme a \! (`C.,, 21 w/o (s NOTE a ADDVE) PLAN TYPICAL n HV BLADE WORKING IN QN[ F4`1y TJA HV WINDOW MADE 9� SHUTTER* \��--- FLORIDA BUILDING O E High Velocity Hurricane [gone �m 2015 EASTERN METAL SUPP).Y, INC. a Lg1LS LTllITkf & HVTM Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE American Shutier Systems REVA. DESCRIPTION DATE DRAWN W. M.L TICCIT TESTING ENGINEERING COMPANY a ;—$1� •. F/ p O�° �' Associallon, Inc. t OLD 11-193 /10/1 DATE: 0 4 /10/15 Loll - 6355 N.W.36th-SL.Stn 305,VIRGINIA WRENS.FLORIDA 3716 AC T� .t P West Roads Drive 2 ls1®Nr1,' Ph ona:(305)871-1530.Fax:(305)871-1511 DRAWING No a—matt-tilt ecomaoL.com West Palm Beach, f1 33407 3 E9- 0719 Phone: (800)432-2204 . Fax: (561)209-8380 15-080 WALTER A.000 TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Ua.G 44167 6 19H OF 20 c /REQUIRED MINIMUM INSTALLATIONS W/ (D HY BLADE & HV CENTERMATES 2.000" Mux.THICK 083" Mi..AM A-653 GRADE 40 43b INTO METAL STUD WALLS MIT 0 n.C-60 GALV.Fn 41 V METAL STUDS AT 16 O.C. 1"2 a 6"0 1/4'f-- NOMINAL 47 I vx Z GENERAL LIMIIaIQNS AND CONDITIONS OF USE Awwmum SLEEVE 6663-T5 ALLOY FOR I3ERTHA(j1HV BLADE ACCORDION SHITIFTER SYSTEM INSTALLATION TO METAL STUD WAILSREQUIRED MINIMUM t 3.000" 1 3/4.6 1/4.0.035'THICK MiiI. • 4A SEPARATION To GLASS SCHEDULE CONT.GAW.STEEL TRACK CHANNEL 43c L ASTM A-653 GRADE 4.0 Min.G-60 I® G'D.C. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. GALVANIZED . STUDS 39 1FAS EXISTING FINISH MINIMUM 'W1'11 11,./79 SICRIMPSON APPLICABLE .'.R&EXIM."FACE MIN,SEPARATION 2- MAX. SHUTTER SPAN: 84" SEPARATION 430 LENGTH+ 1" TO GLASS EXISTING GLASS—i TO GLASS 3. ALLOWED MOUNTING: M@ ON THIS SHEET. 114"01-203" BUT SEE SCHEDULE) 43 =F. MUST PENETRATE(430 I EXISTING FINISH I I I tt 4. ON I-YaENTERMATE(2�1 W/(24 W LOCK ARE ALLOWED AS APPLICABLE WITH 21 ARRA GED A SYMMIETRICAL LAYOUT. REQUIRED MINIMUM 0 5"O.C. USE OF 35 (5- LONG, MINIMUM) MUST ALWAYS BE r'1373,1 1 3/4'.6 1/+'�0,035'THICK Min .250" 050" INTERIOR ACCESS SIDE OF CONT.GAW.STEEL TRACK CHANNEL 43a INCLUDE ARRA OR G ! ASTM A-653 GRADE 40 Min., I CENTERMATE. ZED FASTENED TO SI a 6"O.0 (2)860/2"TEK SCREWS ON 1/4"0-20 THREADS INTERIOR&EXTERIOR FACE BLADE SLACKETAIL IS VALID D ALSO FOR 1130 CONSTRUCTIO 72 CENTERMATEN 38 PRODUCTS FAB—= HD APPLICATION WITH BLADE Q WIF Pt-REQUIRED MINIMUM �.IFICK 0 6- D.C. COMPONENTS /6 21. • -1 A4S Mi..G-60 GAW.STEELWALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE 3/8"-- 1" METAL STUDS AT 16"O.C. TOP&BOTTOM) VA7 .3 6 1 0.035" C n* — -————————- ONT. STEEL K CHANNEL —————— EXISTINGGLASSASTM A-65�GRADE 40CMin.C-60 GALVANIZED FASTENED TO STUDS Y; w 1(2)#60/2'TEK SCREWS ON SYMMETRY A "YAR INTERIOR EXTERIOR FACE TO GLASS 2 CENTERMATES W/:,-1 - :CNTERMATES W1 I I• (SEE SCFIEDULE)�`! '"EXTERIOR.-A—C --INTERIOR ACCESS sinE CESv SIDE Ir---- - 6. (Typ.)—.- Ma��RkTlaq To Guss MIN.SEPAPM 4 TO GLASS IN 4 1-x j- W/INSIDE LOCK(SEE S(NIEDUA • In, W OUTSIDE LOCK(SEE SCHIMU4 12 4 + j 21 21 t LOCATfO AT @ HV ER SILL ENDS VIEW Y 4 --Q2 J4 SIDE CONNECTION TO TRACK 1/4' (T3 (6"Min.)yp.)-6 \V16 1/2-MAX SLACK 1/2"(Typ-) 7' 7'— (Cont.) M& - SLACK QEIA L HVF L— By—C FLORIDA BUILDING CODE(Righ Velocity Hurricane Zone: 0 2015 EASTERN METAL SUPPLY, INC. OFEIRUNA HwTM —FuLc (6 D?) t-D; Accordion Shutter System AALS.&I H.V. MADE#1 W/OR W/O HLV.WINDOW BLADE American Shutter Systems REv.N. DESCRIPTION DATE DRAWN BY: M.L- SIZE tadTILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 34/10/15 DATE-- 04/10/15 35th.SL St.305,VIMINIA GAMENS.FLORIDA 3316C 4268 West Roads Drive a Pho (305)871-1530.Fax t(305)EI71-1531 — DRAWING No .—Th kilt...0-1.— West Palm Beach, FL 33407 - 3 ....... EB-0006719 Phone; (800)432-2204 . Fax: (561)209-8380 4 — 15-080 L WALTER A.TILUT Jr.P.E. IoM 5 SHEET P.E. SIGNATUKE DATE FLORIDA U..#44167 6 — 2D OF 20