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Home My WebLink AboutProduct Approval 7/29/2015 Florida Building Code Online y - I py F n rf BCIS Home i Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts Publications ? FBC Staff i BCIS Site Map Links Search Busi nest(n2a product ApprovalRECEI rD DEC Q9 %D 16 Professi1 USER:Public User Regulation Product Approval Menu>Product or Application Search>Acolication List>Application Detail FL# FL1850-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE � Validation Checklist-Hardcopy Received Certificate of Independence 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 https://www.floridabuilding.org/pr/pr_app_ fl.aspx?param=wGEVXQwtDgsgp/p2f`/`2ftCOhpJQoe[ShOCDrfdBDPfc3tFpHgLNr4gNQIpQg`/pad%3d 1/2 7/29/2015 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 Summary of Products FL# Model,Number or Flame 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 FL1850 R10 II A.S.S.A. INC. drawing DRWG.15-081.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D". Max span is 12'-7"for 35 psf FL1850 R10 AE A.S.S.A. INC, P.E.R DRWG.15-081.Ddf 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 FL1850 R10 II A.S.S.A. INC. DRWG.15-079.1)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.odf 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 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, 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 Only (HVHZ) - Drwg# 15-080 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RIO II A.S.S.A. INC. Drawing DRWG.15-080.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. span is 16'-0"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 HV1 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 W-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. If:a rk PIexP. Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: securit 'Bi nuc,, haps://www.floridabuilding.org/pr/pr appM.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdBDPfc3tFpHgWr4gNQIpQg%3d%3d 212 ZIFI L I rCO T, Eco INC. TILLIT 'TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL Pte.License No.44167 FL E.B.License No.0006719 PRODUCT EVALUATION 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/O HV Window Blade SUBMITTED BY: American Shutter Systems.Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, 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. 61G20-3, Method ID 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 limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):_ Drawing No. 15-080, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ 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 4/1, /,Jb/`� .d0wing is an integral part of this Evaluation Report. elk,w`s° �. �pi/�p• � $� 411 -,. S7 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-Phone:,(. 305 1.- •` ax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.15-0415.02 2 2:2. 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 11/16/05, signed and sealed by William R. Mehner, P.E.# 1.214.01=05 dated 12/20105, 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. 11 CM-223, dated 0310412011, 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 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 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 12/14/07, 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 12114/07, 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 Eastern Metal Supply Inc. to approved #9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) tit 2 PRODUCT EVALUATION REPORT 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 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, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Welter 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 ( for 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 IA). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade de 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.5.13.), Drawing No. 15-080 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document(P,E.D.) , Drawing No. 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. INSTALLATION: 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.5.13.), drawing No.15-080. The HV Blade Working in unison with Hv Blade IA, shall be performed 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 No. 15-080 6. MATERIAL CHARACTERISTICS 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 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E-D�} No. 15-080 too## . ......... % PRODUCT EVALUATION REPORT NO.15-0415.02 7. LIMITATIONS 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 may be installed within HIGH VELOCITYKIRRICANE 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 framOstructures, and Metal stud walls. 7.4 Limitations of use Blade HVI USED in unison with blade HVIA shall be as per sheet 19.of 20 of drawing No. 15-080. Product Evaluation Report prepared -by Walter X Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). loss, *Cxl�4 ON XVEE GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2814(Sth EDITION) pp ^h �+ OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCfrY HURRICANE ZONES. TABLE �I�• YVNTENT.] DESIGN WIND LOADS SHALL.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL 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&26. AREA 1• BY BLAMES(1)&t �A IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS ' BY MULTIPLYING THEM BY 0.5 IN ORDER TO COMPARE THESE W/MAX, (A5.0)DESIGN PRESSORE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. - GENERAL NOTES SHEET i SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS-BERTHA SYSTEM COMPONENTS 2t-37 SHEET 3 H.V.ACCORDION SHUTTER SY'STEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE QQ #0214.01-03, #0715A1-03,#1004.01-05.#1214.01-05, #0317.02=06,00609.01-10 AND#0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS A T 2• HV BLADE G7 AND V (1A� &#1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA tiJ�fl#DOW MAD" -HV WINDOW BLADE T(9&0505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-OB AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV BLADE(D AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATLON DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 102.75 AND# 101.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL.SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 Ii TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA WGACROSHLELO COATING SYSTEM AS MANUFACTURED BY CENSERMATE ALTERNATING DETAILS W SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi END CONNECTION DErAAS'1-6,CONCRETE/BLom SHEET 10 FOR 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksf MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE d: 12,13,14,14A,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE(D&Qi WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD - SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED t0 END CONNECTION DETAILS 7-12&X,WOOD SHEET IS EASTERN METAL SUPPLY,INC- 9.IT SHALL BE THE RESPONSIBILITY-OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR To SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THAU FASTENING IN CONTINUOUS CONTACT'WITH THE BUILDING TO PREVENT WIND/RAW INTRUSION. AREA 3• HV WINDOW BLADE 9 ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV TYPICAL SHUTTER ELEVATION SHEET 19 AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALT.BE LOCATED ON A READILY VISIBLE LOCATION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA SUILDING'CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. _ .. AREA 4: I'1V WINDOW SDE MDAY 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL SND WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVAIJD IF ALTERED BY ANY MEANS. THIS DRAWING SHALL.ONLY BE USED TO (d)SITE SPECIFIC PROJECTS'SHALL 6E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(C.O.R.)FOR THE PROJECT AND WHO WILL OBTAIN PERMrIS 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 P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (a)ORIGINAL P.E.Q.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Ik 1`r�rjNriar�ir� ,vp.- FLORIDA BUILDING Hi h Velocity hurricane Zone 4/ - 0 2015 EASTERN METAL SUPPLY, INC. •�,, �E SF '' BERTHA HVTM N 7TI L E C la ,;k . A■S■ ■A■ Accordion Shutter System Liv.MADE#1 W/OR W/0 H.V•WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H. DESORIPTION DATE DRAWN BY: M.L. ~ O•'• P.:'�� Association. Inc. 1 OLD 11-193 4/10/1 DATE 04/10/15 6355 N.W.36th.St..Stn.305.V1R=A GARDENS,F1AR1a1 3776 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING NO :.` ••'""'• t, a- T' tat a..O-1- West Palm Beach, FL 33407 15_0$0 "ss�QNAL'V` ED-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 WASTER A TILLTr Jr.P.E. P.E.SEAL%Sldli I RE/DATE FLORIDA Uc.#44167 6 SHEET 6 1 OF 20 3'r FDa 1Rno6x GIME® v VARIES 1.918 1.491' o s7s. 1.ao• c o Maz. 7n h'02 a4 o �✓ 0.54' .09 O1 ' 4 I'_ ¢'S84' 4.385• 058 4.371 .857' 4.999" J\ 1 HV SOLID BLADE 375• x, O5 HV 90�/180r STARTER ®HV UNIVERSAL. FLOATER QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE tO ®.HV DIRECT MOUNT HV BLADED to HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR UE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY A D TEMPER .124• 6063-T6 ALLOY AND TEMPER 3.226` 1.500' �• 70• y 2r, -- 3.556" 670' N �P') .994".670' 2.226' 072 �4.897• r1.815' .092' In HV AD . ADAPTER W/LIP 4'436• 11'375• 0.072' 0.07 3a2s' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK gO HV TRENCH TRACK ss BLADE 10 QUALIFIED FOR USE W HV 3.750' ®HV ADI. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ W 6063-T6 ALLOY A,D TEMPER BLADE 10 ONLY. HV RAINGUARD BLADE(16063-T6 ALLOY AND TEMPER QUALIFIED FOR U/S�E W/ HV 6063-76 ALLOY AND TEMPER " VARIES m 1.936' BLADE`IJ 1' 1.8151 R VARIES 1.93 6. 6063-T6 ALLOY ANO TEMPER Maz. ax aH 083 17• 083• .0133' 083• .093• .093•'mo .125• . .100 < N .093• .093"a .060• M m .OfiO• n 670 n • .060' .060'o 1�4 214 n; 0• G70 1.686• C 670 e, �D 5 3.529" 70 3.520' o .°s• 1 HV HEADS SILL 13 HD CEILING HEADER ILL 4' 11 HV CEILING HEADER ® . O / ��O 14 HD WALL HEADER SILL QUALIFIED FOR USE W/ N BLADE 1QONLY QUALIFIED FOR USE W HV BLADE 1 Q LIFlED FOR USE W/ HV BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV SEE SECTIONS FOR VALID BLADE 1 ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 A�.LOY AND TEMPER O 3.5 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 MK XMN.YMKt X Y t 1' I 1' 0.062' 0 2- 5"MAX 1/8' 1/8" 2" 2• 0.125- -3- 3" 0.090• 1B 2• 5"MAX. 0.192' 0.192' SCDE ANGLES '- �-.' X QUALIFIED FOR USE W/ HV ALUMINUM ANG 19 2.5• 7"MAX. 0.190" 0,190• 44 CORNER POSTS BLADE10 QUALIFIED FOK USE W/ HV QUALIFIED FOR USE W/ HV 6063-TB ALLOY AND TEMPER BLADE 1 ONLY, ® 2' 5'MAX. 0.139" 0.131' BIADE.01 6063-T6 ALLOY AND TEMPE�t 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING C Hi h Velocity Hurricane Zone / ©2015 EASTERN METAL SUPPLY, INC. vcEnisF 13ERTHA HVTM S A Accordion Shutter System ' L E C O Itv. BLbd)E#1 w/OR w/o KV.N1ND0N MADE �Lp--w, F� American Shutter SYSten13 REV.No DESCRIP ION DATE DRAWN BY: N.L. O TILLIT-TESTING do ENGINEERING COMPANY IM .ST OF r 2 Association, Inc. 1 OLD 11-193 4/10/15 0.47E 04/10/13 fimimzi 0355 N.W.368 SL,Ste.305.VIRGIMA GARDENS,FLORIDA 3316 4268 Wesi Roads Drive Phone:(JOS)871-1530:Faz:(305)871-1531 2 o West Polm Beach, FL 33407 ��080a571 t 1 Ol0 i Fox:(3 3Es-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 WALTER A TILLIT Jr.P.E. P.E.St&/SIGNATURE/DATE FLORIDA Lie.y 44167 5 SHEET 6 2 OF 20 4.66 .929' 1/4'-20x1/' 1/4'-20 IE GST 4.576' ,745' 2.293' MT HEAD THREADED HOUSING ENAMEL 2.293• •74$' 0.334' S,9.M.5, BAKED PAINTED 1/4"-20 y0 , y (2 TIP.) THREADED $10E SGWC En4Amm PNNIED R'll o Q a t, m3 o 'D GRESS TURN f mKNOB. • m N 01, ) .062" n vmi M r m 8®. p^o m O N N 1.325' oy1• G .318 BR/SS CttJPIDETt OB SS CYLINDER a - . 1,KEYS(CHROME (CHROME PLATED) 0 _._.. .__.. sgS4'BDU — o n v Y PL17EDI 21 HV CENTERMATE s. , - 0 1.325 m ® HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1O&®ONLY m' 3•pp3_ .875 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & 1 ONLY ��--��,, - BLADE 1Q& ®ONLY. BLADE 1Q& ® ONLY. 6063-T6 ALLOY AND TEMPER (2_J HV CORNER CENTERKLTE 250"O.D. Q ALIFlED FOR USE W/ HV BLADE 1 ONLY 18' tfi' 2.874' 6063-176 ALLOY AND TEMPER PLASTIC HEADED TO ^ m 1.756' .922 4.045° 2• MOLD- DSCREW _2,079" 1.753" l � c .36b'AFTER RNEDNO 'OS, c ' 1/4mp-205 X3/4" BEFORE RNETING 5 S' THUMBSCREW 114-0-20 RIVNUT* N r 10 *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE RANGE THIN SHEET NUTSERT;PART 1 0820,AS MANUFACTURED BY AVDEL I 27__�O l� 27W' I m rn .822" CHERRY TFX PIAN FRONT ELEVATION HV MALE4.W15'."T" LOCK CENTERMATE - ©7 I QCKER FOR "T°' LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY ® HV FEMALE "T"� LOCK CENTERMATE ® HV "T" LOCK ® HV HV ALTERNATIVE RS�PLLTERR NEW JERSEY NATIVE LOOCCK 07054 OR EQUAL 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE tOONLY QUALIFIED FOR USE W/ FIV BLADE MONLY 14/FIV BLADE Q1 ONLY. BLADE1Q ONLY. 6063-T6 ALLOY AND TEMPER- 6063-176 ALLOY AND TEMPER 1.917 1.917" 3.161 n 3" — m THUMBTURN < -432 _ 1.0,;1 . CYLINDER OR .063" o KEY CYLINDER .214'" .063 ,062" 4! - N .214' .545' m n cmi 0.875'Min. o .40 m n $ o o n m 1 .125'Max. 31HD CENTERMATE W1 NO LOCKING ROD ® HD C LOCKING ROO d 6 6 ° oto QUALIFIED FOR USE W/ HV BLADE 1 & 1 QUALIFIED FOR USE W/ HV BLADE 1 & 1 HD R INS513T 804- 6063-176 ALLOY AND TEMPER m 6063-T6 ALLOY AND TEMPER / .n 9 VARIES, 12'MIN. QUALIFIED 3F0176 ALLOYNOTEMPERE 1 & 1� - 1.130° THUMBTURN 1/4'0-20 S.S.OR 3/0'I-16 11/2' CYUNDER -ACETAL THVLIBSMM. �O OR KEY SEE DES ( TAR) 1.57 Min. CYLINDER m __ _... __ _ 1 115' m 1.78"Max. ® LOCKING RODS 375'0 1/4'0 ® Hp LOCK m HV 3/8"(d-16 ACETAL 6063-T6 HV 114" 9-20 AISI `304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1Q © 6063-T6 ALLOY AND TEMPER THUMBSCREWS - S S, THUMBSQRENS QUALIFIED FOR USE W/ HV BLADEOt & QA Q t5 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADEQI QUALIFIED FOR USE W/ FIV BLADEQ) DRILLED AT TRACKS FOR PROPER EMBEDMENT Hi h Velocity Hurricane Zone L�41 p A. ©2015 EASTERN METAL SUPPLY,INC. a�l,��............... BERTHA HVTM A■S■S■A■ Accordion Shutter System o, i� %z 1 L E C O 7 a c. H.V. RADE#1 W/OR W/O KV WINDOW F 17"7 American Shutter Systems REY.N. DEscRIPnoN GATE I DRAWN DY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-197 4/10/ts DATE 04/10/15 :.p gTA 6355 N.W.36M St,Ste.30.5,VIRGIMA GARDENS,FLORIDA.3316E 4268 West Roods Drive 2 • Phone:(305)871-1530.Fax:(305)871-1531 West Palm Beach, FL 33407 DRAWING NO e-mail: Ullaco®aol.com 3 - F •.ORIDA,• ";; EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-050 _ C WALTER A.TILLIT Jr.P.E. M D'ATE FLORIDA U.#44167 5 SHEET P,♦rr' 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/8'0 -- 12'MIN. CE 41 40 TO BLADE T P szs• Q HV BLADE 1 cE 1/1 .1875"r. DExIa 0625 .0625' EN WINDOW BLADE .0625' SEcnON x-x HV BLADE 1A I LT1 I BLADE'S 'A OPEN(N - .0625 •1875" Y ® HV LONG RECESSED NYLON BUSHING ;I —1oz� n KNUCKLE 0.0625' (TY3® HV SHORT RECESSED NYLON BUSHING R7.7 01 FLAT PORTIO IDR 3750" ® HV NYLON HAT WASHER O OR ® N & –Q\B / 41 HV WHEEL CARRIAGE AISI 302-303 SERIES I LL44 40 Inx 0.870"x3/16" THICK NYLON WHEEL. 3 2 7/B"MIN. FN WINDOW 1 315"a CLEAR 03.00 0.188"0 AISI 302 SERIES S.S. RIVETS I SEPARATION 3.7500" BETWEEN .0625" 0625" ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR L OPENINGS ON G 3NR5 g c aN r-v .7500' ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 47�"��o CLEAR LE/R q' WINDOW ON ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I i BSN TYPICAL HV WINDOW BLADE AND I I I ! 39 13 POLYCARBONATE HV WINDOW DETAIL OR ® ® or @3 I. N.T.S. (SEE NOTE FOR I I pnlY(ARBONATE IMPACT RESISTANT HV WINDOW REQUIREMENTS) DOR ® *BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV–STABILIZED GRADE OR SABIC 1TO BLADE B MRA E INNOVATIVE PLASTIC LEXAN 103 RESIN * I v I (SEE NOTE "F" ON SHEET 19). 1Q OR 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W HV 1 OR i ' 3 I i POLYCARBONATE SOURCES FOR HV BLADE. / O I I EXTERIOR APFUCABIE REmILT ® TYPICAL SHUTTER ASSEMBLY TYPICAL PROPERTIES STANDARD ,om N.T.S. NV PIN OR 43.AT REITRENCE (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT ExT�IOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.724' (SEE NOTE * FOR SPECIFIC GRAMTI• ASM D792 0.043 lb/In 0.043 Ib/In BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 REQUIREMENTS) M� .D4 °1— ® ll.urnr 11F10 STRD1aI}I ASM 0938 9,{00 P.al 9.500 P.al TTP. FLF7NRAL STRENGTH AT YIE3D ASTM 0190 12,506 Pte. 13,400 Pal (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 FLMM MOOULIIS ASM D790 340.000"J. 345.000 P-b-1- SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j 9 NOTCHED ROD ASM 0238 15 Ff-ro/In 17 FT-Ibin SHEET O Fl P 9LRMN7 AUCTERR'TIC9• . AX WHEEL CARRIAGE DETAIL RATE F UR ASM D7843 47.2 x C-184.�x ASSEMBLY LAYOUT RATE of euRNMc ASM Da35' C-1 CLASS c-,CLASS N.T.S. NN T S5 SELF IGNITION ASM 01929 1040'F 9e0'F y�78EgLy0: ASM G155 TENSILE STRMMH AFTER WEATHERING AM 835 9302 P.e.L 9840 p.o.i. MHY BLADE SOLID & HV WINDOW BLADE DETAILS 7EN5 E 501Eu DE�REWEATHERING ""936 6161 P.". e55G A.j. N.T.S. • 4iuFn........�..� L D ali h VelocityHurricane Zone ®2015 EASTERN METAL SUPPLY, INC. ' JVSF�T�9 _ BERTHA HVTM % //�o0 Accordion Shutter System L E 6►® INC. NC. . . . • H.V. BADE Al W/OR W/0 FLK WINDOW MADE American Shutter Systems REY.Na DESCRIPTION I DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY ATE OF Associatlon, Inc. , OLD 11-193 4/10/1 DATE: 04/10/15 Q �(. ��/� 345 N.W.36th.SL,Ste.305,VMCMIA GARDENS,FLORLDA 3316 4268 West Roads Drive 2 `V Phone:(305)671-1530.F.> :(305)871-1531 DRAWING No e-mail:tilteco®aol.com West Palm Beach, FL 33407 3 -ss/OMA.E �, '441 WALTER A 006719TILLIT P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 P.E.SEACJ3NX'AhFJR[NITE FLORIDA Lic.111 44167 5 SHEET 6 4 OF 20 NOTES ON HV LOCKS AND CENTERMATES- �,+,�on ©�®� i.MANOA7OFtY CONOTDON J7:ONE HV LOCK(B or is SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN °AA�a, OR 12"ABOVE OR B OW 2 OF$H1117ER SPAN FOR SPANS UP TO 105",AND FOR INSTA 110NS AT ANY A a c a « +• "Ry"� ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOLL OR �'E:/ u N 5 Y D CENTERMAT73 W/(2} 1/4'6-20 x 1/2`LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS 1NDlCATED ON TYPICALSHIlTTER ELEVATION. 2. MANDATORY CON CONDITION A_ 06 1 n LOCKING & TWO HY LOCKS OR OR 4NE HV LOCK OR WJ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE SE F ANY SPAN AND IN AI IAn() AT ANY ELEVATION, 16 w HV LOCK U OIC�SHALL BE ATTACHED TO @t'OR�7 CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL 4F14 _unauvF SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. De-Nva 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS TOR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 11 �y � jp ° OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. 4`"`L`.�"" °a`Z=� V=/ °R LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. 8 � � # f IR D,�/`IWO N.V. LOCIcs�l. LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY � 4 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOGKlNG RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). H NDC-NYC 1; `ly �— °� ® 5. MAN MY CONDTDON J2:ONE HV LOCKSHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2Wil' or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, FS ATTACHED.TO 0 CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 2 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. { 10 0- oC` MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. N o- { ONE ALTERNATE HV LOCK MAY BE SED IN UEU OF HV LOCK or FOR ANY,SPAN AND INSTA TIONS A7 ANY EIFVAITON. ALTERNATE LOCK MAY BE USEb AS AN NS1DE OR OUTSIDE LOCK.ATTACHMENT 9 OF 1/4`0-20x3/4'S.S.THUMBSCREW TO®OR®CEN1'ERMATES SHALL BE MADE'W/ 7/4"0-20x3/4'ALUM. R'NUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL 8E t15ED AT 1/2 OF SHUTTT32 SPAN OR TA10 SAT 7/3 OF SHUTTER.SPAN. ' SEE ENO 7. u_MDATORY CONDTRON J3 FOR MMNE MD Ih ^INST 11 eT10NG ONE HV LOCK ®or®or SHALL BE CONNECTION USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE 4Q2 BELOW 1J2 OF SHUTTER SPAN FOR SPANS Up DETAILS ON D F E N i 3 RL N P ' 7i- TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or®or @ MAY.BE USED AS AN INSIDE OR SHEETS 10& OUTSIDE LOCK,ATTACHED TO @ or®SYMMETRICAL CENTERMATES W/(2) 1/4".-20 x 1/2"LONG FLAT HEAD S.S. 18ETGt�TT. PULL 11 . M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OF CORNER OR Q TOP AND BOTTOM is C4MPLETELY MANDATORY. Nun+n03 7,2-1 CENTERMATE �` QC D3� 1.SECOND ALTERNATE QN#I VALID ONLY 'r wi;;� ffin CUMMMM Q AND7+ T oa ONE ALTERNATE HV'r"LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND I STALLATIO AT ANY ELEVATION. AL NATE LOCK AY BE USED AS AN INSIDE OR 0 IDE LOCK.ATTACHMENT OF LOCK 9 INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND @ W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8'RIVNUT. LOCK MAY BE INSTALLED A7 MIDSPAN OR 12' 'MOTES ON ND LOCKS & CENTERMATES' 1• LF4R : ONE ALTERNATE HD LOCK 3) MAYBE USED M UEU OF TYPICAL I HV BLADE SHUTTER ELEVATION HV OCKS OR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HO LOCK(9 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 3#8TO®IS W/ 8 x 3/e' F.H.S.S.M,S., AND INCLUDES REINFORCEMENT iNSEKr(a AS SHOWN ON SECTIONS HDB-HAND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT �i MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @a IS COMPLETELY OPTIONAL dpi TIT _ d Q i fl Velw_itX Hurricane Zone, 14 ,`11 41, J('jENSF'•,,� C0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM * I ME �0 .,�. �L. .,i'.A Accordion Shutter System H.V. BLADE#1 W OR W O KV.vdNDClt'd BLADE -off 1 OF ° American Shutter Systems REVIN° DESCRIPr10N DATE DRAWN BY; KL TILLIT TESTING & ENGINEERING COMPANY e355 N.W.36th.&t.,Stv.305,VIRGINIA WAOQ15,FLORIDA 3716 Association, Inc. 1 OLD 11-193 4/10/i DATE: 04/10/15 k'-a'�-' Phone:(305)871-1530.Fax:(305)871-1531 West P West ch, F Drive 2 s � '�j+�t•` a-mafL•tllteco®aol.com West palm Beach, FL 33407 3 DRAWING No �NA� EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 .fey"re••r�• WALTER A.nUff Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA LT..9 44167 5 SHEEr a 5 OF 20 POURED CONCRETE POURED POURED OR REQUIRED RETE BLOCK 1/4'0-20x3/4'S.S. CONCRETE CONCRETE CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED REQUIRED SEE SCHEDULE ON (SEE SCHEDULES ON W/1/4'-20 CONCRETE ANCHORS SHEEP 13) SHEETS 13& 14A) NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) 1" 1" M1O• 1/4"0-20x3/4"S.S. Min, 17 OR 18 EQ EO MACHINE SCREWS EO EQ USING 1/4"-20 NUTS - - 19 2• ---- ® 12"O.C. 1/ E.D.k /2. .250'Max. -- -- 13 OR 15 .D D k .250" .250"Max. I Max. 1 III E.D I I i .D.• I wt'.' L I i OPTIONAL III I J OPTIONAL I I F-T MIN.SEPARATION i I MIN. SEPARATION TO GLASS(SEE ♦ i I I' ( TO GLASS Ii I SCHEDULE ON SHEET `� I I I �11 FOR B1ADE 1QAND I 1 OR ® I 'wi I IXISTING_j SEE SCHEDULE�TON 1 EXISTING ON SF1EEf 19 FOIE Ili I I.i i MIN. SEPARATION i I• 1 GLASS GLASS_' BLADESO&® I TO GLASS To SCHEDULE ON— SHEET N SHEET 11) HV WALL HEADER INSTALLATION �A HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION EXISTING ExISTING GLASS—I I I MIN.SEPARATION GLA55-I MIN.SEPARATION I i i I I I 1 EXISTING TO GLASS I 1 TO GLASS O(SEE I I I 1 DR I GLA45 (SEE SCHEDULE ON IHEDULE ON SFOfrEf iJ I I MIN.SEPARATION I I SHEET 11) 11 FOR ON SHEET 19 FOH�iml i I TO GLASS � e l j BLADES01 &® (SEE SCHEDULE 0 OPTIONAL II I I I SHEET 11) .D! I 1/4' k III III OPTIONAL I i i I I i'S1/4'MDx. E. - , 1 3 OR 15 x. E. D.k I i i i DA i i I I I /2" - ---- 1E -_ -� - --- 19 EQ EQ 13 OR 1/4.0-20x3/4•S.S. Min. E EQ PHILLIPS TRUSS HEAD 1/4"0-20x3/4"S.S.PHILLIPS 1 aR 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS © O 1' 1/4"-20 NUTS® 12.O.C. (SEE SCHEDULES ON W/1/4•-20 NUTS® 12.O.C. (SEE SCHEDULES ON Min. POURED CONCRETE SHEETS 13& 14A) POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULES ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W I-SEE SHEET 4 FOR TYPICAL SHUTTER k E. D.= EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) +SEE LMA OWNS OF USE FOR H ♦`, B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. I.. "_ II Hi h Velocity Hurricane Zone 4 .•cc' p /9 m 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ASAccordion Shutter System c S H.V. BLADE#1 W/OR W/O RV WINDOW BLADE •; �� TICCIT TESTING American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L k ENGINEERING COMPANY t. P ?v;` 6355 N.W.36th.St..Sta 305,VREGINIA GARDENS,RAWOA 3376 A930CIatiCn, Inc. 1 OLD 11-16304/10/15OA7E: Da/1o1 �••••'• F rte• 4268 West Roads Drive _ '� Phone:(30.5)871-1530.Fax:(305)871-1531 2 D-mall:8ltaco®aol.com West Palm Beach, FL 33407 3 DRAWING NO Fu171Qf�A` `Ilt'1 Ee-0006716 Phone: (800)432-2204 . Fax: (561)209-8380 4 p-080 WALTER A DLUT Jr.P.E. P.E.�SE!>LJSIGNATURE/DATE FLORIDA LID.9 44167 S SHEET 6 6 OF 20 POURED CONCRETE ANCHORS OR �jP♦ CONCRETE (SEE SCHEDULE ON SHEET 13) TO aASi(3E I I REQUIRED 504DUE ON� I i nn.s¢vARAnaN I �-- EDGE OF FON EL-ADE i I To aASs , i 1 I SLAB IF III ON 3427 19 PoRR I i I (SEE sglmlllE O I I I MRL SEPARATION . D. APPLICABLE EXISTING I1Jv)ES IQh® I \ EXISTING i slt�T 1q I i �-'(seErosc )O GLASS—Iti ALTERNATE i 1 l i i GLASS---I i toMT 1023 4•HIX ANCHOR I WASHER HEAD i i i l iii I B ✓ I LOCATION I i I TIX SCREWS® 1 OR 1 3 OR 5 I 3/6 MIN.. 12"O.C. I 1 I � EXISTING I ^ i 3/8 NI CONCRETE ANCHORS I G I I N (SEE SCHEDULE ON I 8 1 1 I I ©+ 7 I SHEET 13) I EDGE OF I' E E IAB IF XISTING EDGE OF I III i SLAB�F I APPLICABLE GLASS--I I SLAB IF APP I /1/2 1 EDGE OF SLAB APPLICABLE MTOR SEPMRION APPLICABLE Q, .0. APPLICABLE SO4n1tE ON Sm w; i ♦ POURED POURED 11ais 91 Tht I I 1 R ® CONCRETE D OCONCRETE POURED i HAP6'OA® I REQUIRED D. -D*� REQUIRED FIAT HEAP CONCRETE ANCHORS CONCRETE FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) Q HV CEILING INSTALLATION Q HV FLOOR INSTALLATION t (1)HV WALK—OVER INSTALLATION. 11 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 04, SHEET 11 I I 'CONCRETE ANCHORS i �•�'''�'n� I I'" 1 (SEE SCHEDULES ON �(�sw,muE c1 g -IS I SHEETS 14 @ 14A) I slnEr 11 ! , i MIN. SEPARATION EXISTING I ) , GLISS—I TO GLASS i t EXISRNG _ - MIN,3GUISS GLASS D i I (SEE SCHEDULE ON ; I GLAASS� MIN SEPARATION ; I 1 s¢50ED SHEET 11) I TO GLASS I I TV �ON SHEET 11) i—(SEE SCHEDULE D -_I I l l i 1/4•84N� o/ O .I �6U C• I SHEET 11) rh FASTENERS TAPPET+TECHNOLOGY OR /4-0 AN,CH�W% I 1MAX. 8 1 i 11 I I 1 J/4'MIN.EMBEDMENT O e' O.C.FOR UP TO 6'-0•SPAN AND 1 I OR 15 1 #10x3/4•HEX 1.1 1.1 WASHER HEAD a'1 Fat SPANS LARGER T1wt TEK SCREWS 6'-0•UP ro 9'-0•MAX APPLY I 1 8• ' .'l i SEALANT AT VMV FASTENER HND #14x3/4• HIX HEAD i i �+- ® 12'O.C. 8 I (TM.)(SEE NOTE tt ON 31FET 11 6 1/2' TEK SCREWS® 9" EAD 1 8" FOR UMRATIaJs) 3/B MAX, OR i 4.0-20 5,5. M.S. i CONCRETE ANCHORS _ _ 6 + 7 s/6 (♦14x3/4"S.D.S. i I I i cONr. 1 / I (SEE SCHEDULE ON n 1 O ® 9'.0.C. r._ ___ I M x. 'I SE/JAM- W/NUT®9.O.C. I __ _ .... 1 SHEET 14) -- -- -qP------ 17 OR 18 1/2" i' )if .} 1/4•0-2Dx3/e'SS MS 17 R18 ;'.iii:.,'•:• ` USING'/4' 1 /6' 1 7/8• #14x3/4•F.H.S.D.S. - •.4 CONCRETE ANCHORS SEE NOTE 13(b) ® 9'O;C. .}. `s EOSDNG NON STRUCTURAL •D POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 2.00' MIN.�: WAU.TERM(DECORATIVE ,p OR CONCRETE BLOCK SHEETS 13& 14A) SEE NOTE 13(b) ,• E-p, SILL) POURED CONCRETE ON SHEET 1 'fie REQUIRED i.MIN: EDGE OF OR CONCRETE BLOCK .tr POURED CONCRETE OPTIONAL POURED-/ SLAB IF ® HV WALL FLOOR INSTALLATION REQUIRED REQUIRED CONCRETE •' •': :,••':+y .'•• v'. REQUIRED APPLICABLE © HV WALL WALK—OVER INSTALLATION �J HV RAINGUARD INSTALLATION t ®KEYSTONE MOUNTING INSTALWION 1{DIF,: MAXDIUM A.S.D.DESIGN PRESSURE:+".-72 pxf NOTE FOR GOMOINATON OF SECTIONS: MAXIMUM SHUTTETt SPAN 9'-0' • E. D. = EDGE DISTANCE t THIS INSTALLATION SHALL 'E 1-SEE SHEET 4 FOR TYPICAL SHUTTER ADJACENT WHEN PERFORMED ♦ SEE UMRATIN 8 OF USE FOR INSTALLATION D ETA I LS W/ N V B LA D E ASSEMBLY (SEF.SPECIFlCATIONS ON SHEEP l3) ADJACENT TO AN OPERABLE IXR BLADE ON $HEEr 19 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE IN ANY WAY TO SUIT ANY INSTALLATION. �� U HI h Velocity Hurricane Zone 1EL1 P, m 2015 EASTERN METAL SUPPLY, INC. Q .G��ASE" BERTHA HVTM C/w o A S S A Accordion Shutter System L G�r O N C. . . • • H.V. BLADE/#1 W/OR W/O H.V.vaNM BLADE LAIAmerican Shutter SySterns REV.No DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY / A990CIatiOfl, Inc. 1 OLD 11-19334/10/15 DATE 04 IO/15 7• �•' 6355 N.W.J6th.St.,Sty.303,VIRGINIA fJADENS.F1APo60 331 4268 West Roads Drive 2 -Up--� Phono:(305)871-1530.Fox:(305)871-1531 DRAWING Na e-mall:tilt—Gaol.com West Palm Beach, FL 33407 s =��p,'r"•••••f"�' EB-0005719 Phone: (800)432-2204 . Fax: (561)209-8380 4 95-080 FFSSIWALTER A TILUT Jr.RE S SHEET P.��SPAk/,�VjNA'ffniE/DATE FLORIDA Uc.#44167 6 7 OF 20 SEE END WALL CON ECT N ILS ON SHEETS 10 & 18 SEE NOTES ON LOCKING RODS D.EN LOCHS IDAND ar® 1 INSTALLATIONS W/ 1 HV **BLADE QSLACK DE NATE NLL H�VKF IS wo HEETN.L OUT so I N /—Exlsnr+c ctnss BLADE W1 HV CENTERMATES CENTERMATES APPLICATION WITH BLIDE01 Qaa®aR©+I�aR®Da10 +Q 00. OR SEE END WALL CONNECTION 10+t 5 ©+Qoa 1©+1©« —— ExISnNG GLASS QUAILS ON SHEETS 10 A I 00 ©+ 7O+©oR©+ 7O+Qa oa 2'x2'xt/8•x0'-2' O I OR OPPOSING Q+©oa 19+QoaO 3 1/4- 7' 6 1/2' 7, (6063-76 ALLOY)ALUM. i ©+® OPPOSING SYMMETRYCAL ANGLE w/(s) 1/4b TAPCONCONCRETE I �/2° CENTERMATEW�rS CENTERMATES MIN. SEPARATION 1/2- ANCHORS TO CONCRETE (TOP/BOTTOM)a i 810x3/4-S.M.S.® 12• W HV LOCK 4 or rL�) HV LOCK (� or To cuss (4)810x1/2•S.M.S.TO TUBE O.C.FULL LENGHT. '` (SEE SCHEOUIF. ON AT EACH ANGLE(TYP) IZ * Z SHEET 11) 5 ® OR * 35* F-1N J J MT °" O UT.OR ® � 10+Qay© ®cRQ ® ©°R®00.© HVIC +OoR®aa1Q +®oR POURED CONCRETE OR HV O O © O O fl V!'► EXIS11NG GLASS CONCRETE BLOCK WALL @+@-@- @-0-@-R—— F REOU EO + Soal + Baa 8 + 7oa ------------ +OwQoR�6 +O+Qoa — ---- —.IS, c @ © SYMMETRICAL * IN MIN:SEPARATION G�� ®+®aa�9+ �9Jcxiass 1 CENTERMATES 6 O+®aa©+®rn®+�7oa 70 CLASS cJ `L —— —— b * OPTIONAL (SEE SCHEDULE ON W/ HV LOCK 26 (INTERIOR) ®+Q19+t�5aaO9 ) MIN. OR©+® * �' SEPARATION Ot To CLASS OPnoNAL — (SEE SCHEDULE IN _ (INTERIOR) —_—_—_—_—_ _—_—___ —_—_—_—___ ON SIIEET 11) 0 1 I'r CONCRETE - - - V I - ANCHORS 1 1 VARIES 1 16 O.C. 5 2 * 3 VARIES — Na * ® * m ® OUT 6 1/2• MAX.STACK * (exrERlagj HVE HVF** OUT 5 IIIIel�iii HVD �� Q�P'T�u/� FLORIDAHi h Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY•INC. BERTHA H®TM No,4a1 7 `* Accordion Shutter System /1"L�Eqo A■S■&A■ H.V. RAX#1 W/OR W/0 H.V. WINDOW MADE ,�••,j. FP :: American Shutter SystemsREV.No OESCRIPnON GATE DRAWN BY, M.L. TILLIT TESTING & ENGINEERING COMPANY FLpRQ:'? Association, Inc. 1 OLD 11-193 a/1O/15 DATE: as/10/1s y Q� •• .. 6355 N.W.36th.St.Sl,.305.NRGVM GARDENS,FLDRIIW 331fi 4268 West Roads Drive 2 •/ONA�• Phan.:(305)871-153D.Fax:(305)871-1531 DRAWING NO lilteco6acl.cOm West Palm Beach, FL 33407 3 .1 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15_0°0 0 WALTER A TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.B 44167 5B H EOF 20 ALTERNATE INSTALLATION W HV "T" LOCK 60'1 HV ALE FEMALE "T" LOCKS CEN- LOCKERS ENTLOC E S 0 W1 1 HV BLADE CCE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION n HV BLADE_ oUT IN `?-°�s"G GABB BAOEQSUdK DEW.HW.INDICATEO ON SHEET S. WI HD CENTERMATES . . _ AS WELL AS UNIVERSAL FLOATING BLADE CD DErNL HDD-HYD. ®„©. 7Qo,bm 10•®m INDICATED ON THIS SXEET,AIRY BE USED WITH THIS ALTERNA a� END WALL CONNECTION I 10�®°A®•®m©`©°" INSTALLATION DETAIL SHOWN IN THIS SHEET. DETAILS ON SHEETS 1D d[ 1D z5a•n/am•-z Q.®°'®'®°'®' mQ 35 35 (E09J-T8 A1L0f1 AWM. I t O1�® * * OFnONW ) ANGLE W/(z)1/4•,TAPOON , ,/B• I v (oPnoNrL) 4 ( j ANE1w(T ro DDNaTE.T- --- -- (4)A10.1/27 S.M.S.To TOB- i Y1ou/a S.M.&o 1x 3 AT FA01 ANGLE.(IYP) O.C.FULL LENGHr. * I N (4)H.V. I N PINSH(1YP.) AGN.svNlAna1 30 HV „T•, 1 PINS(IYP-) s e t/z• s __ (SEE sI g 3 LOCK (INSIDE) — C1n, r 1 1n. 5 1 28 29 1 z' ® 31 OR 32 5 3 OUT 31 Da 32 33 31 oa 32 31 OR 32 35 2 1/4" -20 x 1 1/2" S.S.M.S. 4 35* (OPnoNu) *SITE NOTE 6 FOR HV LOCI, # w/ 7/8"0 x 3/32" WINGNUT. omoNAW HDB—HVB OUT HDC—HVC E LOCK.ON SHEET S. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES HV "T" LOCK (OUTSIDE) W/ ice' LOCK (INTERIOR) t SETTLES 946 ALUMINUM HVG* � �' LOCK (EXTERIOR) (2024-T3 NOD»LARGE FLANGE THW a®w©• 7Om® 10.®�+ SHEET NUISERT,PART/DB20, 10'®°R0•01m0•©M AS MANUFACTURED Br AVDEL CHERRY TExTORN.PARSIPPERY,NEW JERSEY 07056 OR EQUAL •®a�`®°A®` — ------------ — — — — — — — -(D *sF3:Ho1�oK LOnm+c ROOsQ a xo®Laacs aH,HEFT s UWJMAL nWTWO BLADE®OETAR H00-HVO IB VAUD FOR ALL CEW RWE3 AFVUWGNS MTT1 OVDE 1Q HOD—HYD FLOATING STACK 11Le/1a�k A�r� �� Ni h Velocity Hurricane pone m 2015 EASTERN META_SUPPLY, INC. �cENSF'.�� BERTHA HVTM a� IL EC O �N�. A■S■S■A■ Accordion Shutter System / �r FLV RAM #1 w/OR W/0 H.V.WINIM MADE � y � A`FOF American Shutter Systems REV.No DESCRIPTION DATE DRAWN ETI: M.L.TICCIT TESTING & ENGINEERING COMPANY �O '• F '' Association, Inc. 1 OLD 11-193 a/16/1 DATE-' 04/10/15 /C ••.�ORIDP•• v 6355 N.W.38th.St.Ste.365.VIRGINIA GARDENS.FLOREDA 331 �► West P West Roads Drive 2 Phone:(3os)s71-1s3o.rmc:(305)871-1531 DRAWING No •=_V � a—maR:(Iltecoeool.com West POIm Beach, FL 33407 ; S�DNAL Ea ®—DDOB719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15 080 WALTER A.TWT Jr.P.E. EET P.E.SEAL/SIGNATURE/DATE FLORIDA 5 SH RIDA U.. 44167 6 HOF 20 POURED CONCRETEOUAEO CONCRETE POURED CONCRETE OR CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK 41ALL REQUIRED REQUIRED �EXISTING CLASS EXISTING CLASS ��— 2' MIN EXISTING GLASS CONCRETE ANCHORrEQ EXISTING GLASS �APA11ON _ 1° z-_ _ B 16'0.4 _ -7 �—I——� SCHEDULE ONTO CLASS SEE SHEETMIN 3EPARAnON I) MIN.SEPARATION MIN.SEPARATION TO GLASS(SEE TO GLASS(SEE TO GLASS(SEE 11 FOR BLADE RAND SCHEDl7LL OI.1 SHFEf ' SCHEDULE ON SHEET SCHEDULE CN SHEET ON SHEEP 19 FOR 11 FOR BLADE DAND I 11 FOR BLADE DAND 11 EOR E ON SHE T 1/16•x3" MAX.---_ HADES D&0 ON SHEET 19 FOR ON SHEET 19 FOR ON 9E 19 FOR (6063-T6) CONT. 1/2' (LOCATE AT 1 BLADES D&0 ALUM. CLOSER I 8(ADES D&® '�'�' EnAnEs O& EITHER SIDE PLATE' (LOCATE OF 5ER AT EITHER SIDE MIN 1/2'MIN. OF I *USE 1"OR 2"MAX. 810x1/2"S.M.S. I _— (AS APPIJCABLE)x2"x1/8'x0'-2" ALUMINUM CLIP ANGLE #10x1/2"S.M.S. - a 16"O.C. _—_—_ ` / (6063-T6 ALLOY)AT MIDHEIGHT a 16.O.C. Ok4 (1) #10x1/2' S.M.S.TO®& 4 ` (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1"O.C. (LOCATE AT 4 SEE DETAIL X FO ®� EITHER SIDE OF®) OR 5 SIDE CONNECTION OR OR ®� SEE DETAIL X FOR OR ®� TO TRACKS SEE DETAIL X FO 4 SIDE CONNECTION ©°1®a'©•0"'�a D`®m ,SIDE CONNECTION ©"®°q©"�'•©m10•®m ©m®m 6•07 m8 TO TRACKS m a 6 7Om 8 m 0•®m 10•®",©•®a+©•®a" TO TRACKS 10. 5 ©•�^©•®m 10. 5^•®'�©•®m 10•®m©•�©•©°R ©•�•©"'©•0•®a' 6•�•©O1©•�•®°' ©.O.©"'©.O.®°' ©.O7 •©",©'Oj •®m ®•�m�•®mO8 ©•®®©•®mO8•®"° ®m�•omo`oa o ®m® ®m�`�mom©-® ®•®m�`®��`®momma`® ®`®m0 ®m®`®mOm© ® O`®mom.®m,9•®aOm©•® END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL 20 END CONNECTION DETAIL REOUIRm ONLY FOR SPANS.GREATER THAN 12'-0" POURED CONCRETE OR EXISTING 4 CONCRETE BLOCK WALL EXISTING GLASSAET.E REOUIRED CLASS 4 MIN.SEPARATION MN. PAPAnaN TO GLASS(SEE Y i------ ------' TO GLASS(SEE 6 OR( O) ON SHEET SCHEDULE ON SHEEP 1 SCHEDULE 1(�PIJD CONC1/2' MIN. 11 FOR RADED _______—___ _ ON SHEET 19 FOR ANCHOR ® B°LPD6 QSHEET 1h® 4 _-____ - ____ ) OR 3 0R 1 0R l OR) CONCRETE BLADES D&0 12"O.C. ,) 5 ------ - ANCHOR EQ 6 16" 1/2" MIN. -- - 4 O.C. _ ____ C____ ----- _1/2' SIIN EQ 6 OR®OROOR 2"MIN. 2"MIN. ♦ SEE LIM ATIONS OF USE FOR BLADE 1A ON SHEEP 28 �OR'I3OR�OR� VIE Y 5dOR ®' PLAN OR(9 ©a®m©•gym 6pa10•®m DETAIL 10•®m©.®m®/l•©m POURED CONCRETE OR d°R (W ©m®m©•Om® 10•®m "._._ END INSTALLATION CONCRETE BLOCK WALL 10.®m©,®m©.©m ©'�•�`"©•V`�m REQUIRED •®mom.®m®.®m (1 HV BLADE OR I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTIQN-2ETAIL %PP50 ®`®m©s•®a�.�mOm��i O NECT DE IL© m1� ® I Hi h Yelocit Hurricane Zone tt11-s, Z _ O 2015 EASTERN METAL SUPPLY, INC. "'ucFy G•.��- BERTHA HVTM s� I L E C® .. A.S■S■A. Accordion Shutter System wv. MADE#1 W/OR W/0 KV WNEICIN R" American Shutter Systems RLY.No DESCRIPTION DATE DRAWN B'. M.L. TILLIT TESTING & ENGINEERING COMPANY Association, )TIC. 1 OLD 11-193 34/10/1 DATE: 04/10/15 6335 N.w.36th.St,St,303,MRGINIA CAROMS,FLORIDA 3318 �^•'`� phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING NO .,(� o-mall:Ulteao9aol.aom West Palm Beach, fl 33407 3 q 70NAtEM'\��,,1 • EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 M' 1• WALTER A T1LLr Jr.P.E. P.E.Slime a FLORIDA Ua.#44167 6 ;a F 20 SCHEDULE 91 SCHEDULE #�2 SCHEDULE #3 SCHEDULE #4 NOTES: (1)L+: MAXIMUM ALLOWABLE SPAN FOR A SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN'k AXIMUM SHUTTER SPAN*"L+" (IMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE MAXIMUM SHUTTER SPAN OR 'L-" (ft.) R "L-" ft. INSTALLATIONS R "L-" (ft. INSTALLATIONS L-RA MAX.FOR INSTALLATIONS W "Lt" OR "L-" (ft.) FOR ( ) ) L-:MAALLOWABLE SPAN FOR A GIVEN G. (1) SEE BELOW FOR MINIMUM SEPARATION TO / / W/ W NEGATIVE A.S.O.DESIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTER ® &®or or W ONE INSTALLATIONS W/ THE FIRST 30'-0' ELEVATION OF BUILDING HV LOCK or ®� Or HD LOCK �W CENTERMATES. 21 & & �w/ rno HV OR & W/ ONE LO LOCKS OR LOCKS OR TWO OR W NO LOCKING (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI ROD 0 OENTERMATES & ONE HV LOCK OR / SPAN FOR WALL MOUNTINGS OR W1 ONE HV LOCK ® W/ TWO LOCKING RODS OR ® W/ NO OCKING OCKING RODS ® TOP/SOTTO ODS FLOOR/COLING (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ®® sp / ONE HV LOCK ® OR ® (VAUD FOR MOUNTING INSTALLED ABOVE 30'-0° ELEVATION OF BUILDING, TOP & BOTTOM *(SEE NOTES t,t'� RODS *(SEE NOTES t,�V SHEET.7) GIVEN A POSITIVE A.S.D. DESIGN PRESSOR MEASURED AT BOTTOM OF SHUTTER IS 3". ® ( R ♦ SEE NOTES t, RATING. DETERMINE MAXIMUM SPAN "L+° DAYIMUY NAXINVN NCR -&WOOD WXMU?i CONCRETE&WOOD IUSIMt1N CONCRETE FROM SCHEDULE �D, CONCRETE&WOOD INSTALLATIONS A.S.D. INSTALLATIONS G a6ieN INSTALLATIONS o A.S.D. INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN DESIGN PRESSURE RATING, DETERMINE MAXIMUM PRESSURE WALL MOUNTINGS PR65UFE PRESSURE FLOOR/CMUNG MOUNTING MINIMUM SEPARATION TO GLASS SCHEDULE: PRtsSSUNRE FLOOR/CFLUNG RATM RATING OR SPAN 'L—"FROM SCHEDULE. RATIxC WALL MOUNTING MOUNTING T TPO") FLOOR/COUNG MOUNTINGS fP�R)) FLOOR/CEIUNG MOUNTING ((PV,)) FLOOR WALL MOUNTING SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS L+ (ft) L-(9) L+ (ft) L-(8) L+ (ft) L-(R) L+ R L-R L+ (ft) L-(ft) FINAL MAXIMUM ALLOWABLE SPAN IS EQUA TO THE MINIMUM DETERMINED SPAN INSTALLATION W/ INSTALLATION W/ 30 13'-Z" 16'-0" 13'-Z" _16'-0" 30 12'-3' 14'-9' 30 13'-1' 16'-0" 30 13'-2" 16'-0' BETWEEN"L+"AND'L-'. SHUTTER 35 12'-8" 14'-10' 12'-8'-_ .14'-70' 35 1V-9" 13'-8' 35 12'-7" 15'-7" 35 12'-8" 14'-10' SPAN CENTERMATES CENT�A ES 40 12'-3' 13'-10" 12'-3" 13'-10' 40 11'-4' 12'-9' 40 12'-2' 15'-2' 40 12'-3" 13'-10' (3)PROCEDURE TO DETERMINE MAXIMUM 105" 45 11'-11" 13'-1' 11'-11' 13'-1' 45 11'-1" 12'-0" 45 11'-9" 14'-3` 45 17'-11` 13'-1" SPAN FOR COMBINATIONS IN BETWEEN 3 3/E's 4" WALL W/FLOOR/CBUNG,MOUNTINGS: OR LESS 50 11'-7" 12'-5" 11'-7" 12'-5" 50 10'-9" 11'-5' 50 11'-6' 13'-7" 50 11'-7' 12'-5' >105"TO MAX. 55 11'-4" 11'-10" 11'-4" 11'-10' 55 10'-6" 10'-11" 55 11'-3` 12'-11" 55 17'-2" IV-10" FOR A GIVEN POSITIVE A.S.D. DESIGN ALLOWED J 7/B"s 4" 60 11'-1" 11'-4' 11'-0" 11'-4' 60 10'-3" 10'-5' '60 11'-0• 12'-4" 60 10'-2" 10'-11' PRESSURE RATING: DETERMINE: s USE 2 1/2'FOR HD LOCK iS OR +®. 65 10'-70" 10'-10" 10'-7" 10'-10' 65 10'-o" f0'-O' 65 10'-9' 11'-11" 65 9'-$' 10•-1' Li+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV CENTEfiMA 70 10'-6' 10'-6' 10'-2" 10'-6" 70 9'-8' 9'-8' 70 10'-7' 11'-5" 70 8'-9" 9-4" INSTALLATIONS. 75 10'-1` 10'-t" 9'-10' 70'-1' 75 9'-4' 9'-4' 75 t0'-4" 17'-1" 75 - - -g' 4 L2+= MAX. SPAN FOR FLOOR/CEIUNG MINIMUM SEPARATION TO GI ASS SCHEDULE- MOUNTING INSTALLATIONS. SHUTTER W/ONE LOCK &TWO LOCKING RODS OR 80 9'-10' 9'-9' 9'-7' 9'-7O" BO 9'-0" 9'-0" 80 10'-0' 10-9` W011 ONLY TWO LOCK$ 85 9'-6' 9'-6' 9'-3' 9'-6' 85 8'-9' 8'-9" 85 9'-9' 10'-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: INSTALLATION W INSTALLATION W 90 9'-3' 9'-3' 9'-0' 9'-3' 9D 8'-6' 8'-6' 90 9'-5" 10'-1" DETERMINE: SHUTTER / / 95 9'-0' B'-9" 8'-9' 9'-D' 95 8'-3" B'-3' 95 9'-2" 9'-10" Ll-- MAX. SPAN FOR WALL MOUNTING $PAN �' OPPOSING 100 8'.-9' 8'-4' 8'-6' 8'-9' 100 8'-1' B'-1' 100 9'-0" 9'-7' INSTALLATIONS. CENTERMATES CENTERMATES LL-= MAX.SPAN FOR FLOOR CEILING 105 8'-7' 7'-11' 8'-4" 8'-4' 105 7'-it' 7'-11' 105 'B'-9' 9'-4' MOUNTING INSTALLATIONS. / OR OLESS 2 3/4' 3.3/76' 110 8'-4' 7'-7' 8'-2' 7'-11" 110 7'-8" 7'-7' 110 8'-7" 9'-2' (� MAXIMUM SHUTTER 115 8'-2" 7'-3' 8'-0' 7'-7° 115 7'-6' 7'-J' 115 8'-4' 8'-11' SPAN "L+"OR L-"FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQUA >705"TO MAX 3 1/4•.a 3 1/4" TO THE MINIMUM BETWEEN L7+', L2+', ALLOWED 120 8'-0' W-11' 7'-10' 7'-4" 120 7'-4" 6'-17' 120 8'-2" 8'-9" INSTALLATIONS INTO WOOD "Li-"AND -LL-" *s USE 2 15/16° FOR HV'T"LOCK(0 W/®5 125 7'-10" 6'-8' 7'-8' 7'-0" 125 7'-3" 6'-8" 125 8'-D" 8'-5' SHALL BE UMTTFD TO 105 130 7'-8" 6'-5' 7'-6' 6'-9' 130 7'-1' 6'-5' 130 7'-10" W-1- MAXIMUM DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL s,s USE 4 1/8'FOR HV"T"LOCK w/ 135 7'-7' 6'-2" 7'-4' 6'-6` 135 6'-11" 6'-2" 135 7'-9" 7'-9• MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTERMATES. A.S.D. DESIGN PRESSURE RATING TO 140 7'-5' 5'-11' 7'-3' 6'-3` 140 V-10" 5'-11" 140 7'-7" 7'-6" DETERMINE MAXIMUM ANCHOR SPACING. IugTALLATION LEGEND 145 7'-3' S'-9" 7'-1' 6•-0" 145 6'-8" S'-9' 145 7'-5" 7'-3" 150 7'-2' 5'-7" 7'-O 5'-10' 150 6'-7' 5'-7' 150 - 7'-4' -7'-0° CONCRETE&MANSORf WOOD 155 7'-0" 5'-5" 6'-10" 5"-8" 155 6'-6" S'-5" 155 7'-2" V-9 t• H.V. CORNER CENTERMATE B3 MAY DE 160 6'-11• 5'-2" 6'-9" 5"-6' 160 6•-5" 5'-2" -160 7'-1" 6'-7° EFLOOR/CEILING3 A. B, C, D, E, M. N.0, P.Q.R, USED AT ALL MOUNTING INSTALLATIONS. LOCKING S &V. 165 6'-10' S'-1" 6'-8' 5'-4' 165 6'-3' S'-t" 165 7'-0" 6'-4' SPECIFICATIONS SHALL BE AS INDICATED ON F, K & L. 170 6'-9' 4'-11" 6'-7" 5'-2' 170 6'-2" 4'-11" 170 6'-11' 6'-2' MANDATORY CONDITION NOTE#5, $HEFT S.175 6'-7" 4-9" 6'-5' 5'-D" 175 6'-1 4'-9" _ 175 W-9' 6'-0" + H, I, 11 + J. T, U,180 6-6" 4'-8' 6' 4' 4'-10' 180 6'-0' 4"-8" 180 6'-8' 5'-t0' ttE%C(PT THAT MAXIMUM SHUTTER$PAN"L+"OR'L-°AND MAXIMUM AS.D. + M. DESIGN PRESSURE RATING FOR INSTNIATIONS INTO CONCRETE OR CONCRETE L85 6'-5" 4'-6' 6'-3' 4'-9" 165 5'-11' 4'-6" 185 6'-7` 5'-B' BLOCK SHALL BE LIMITED AS FOLLOWS: ' 1` ' 6'-4' 4'-5' 6'-2' 4'-7' 19p 5'-10• 4'-5' 190 6'-6' 5'-6• 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. OH\/ DLADE 6'-3 4'-3" 6'-1' 4'-6° 195 5'-9 4'-3' 195 6'-S' 5'-5" AND 8'-0" SPAN 1 1 tltltl6'-2' 4'-2' 6'-0' 4'-5" 200 5'-9" 4'-2" 200 6-45-3SEE MOUNTING SON SHEET 7. 6'-0' '-0' -3' 205 '-8' 4'-]IAA i'A Hi h Velocity. Hurricane one, 1 1, •• , ©2015 EASTERN METAL SUPPLY, INC. ' P �6Efll :y; BERTHA HVTM *... I L E C O .a c. A.S■S■A■ Accordion Shutter System H.v.RADE#1 w/OR w/o H.v.WINDOW MADE American Shutter Systems REV.Na DESCRIPTION GATE DRAWN BY. M.L. f! �'►A!t OF TIL TESTING & ENGINEERING COMPANY Association, Inc. t on t1-193 a/10/t DATE oa/to/76 0 •�Q 6755 N.W.3618 SL,SU.305,VIRGINIA GROWS,FLORIDA 3316 '•. 4268 West Roods Drive 2 Phone (JOS)8.011: 0.Fax:(30.5)871-1531 West Palm Beach, El 33407 DRAWING No e-maE: 0006®aol.com 3 -�^s/p�jA�•�� EB-Oaa6719 Phone: (800)432-2204 Fax: (561)209-8380 a 15-080 ' WALTER A TILLF Jr.P.G g SHEET P.E.!ZA Sf0 At()RE/DATE FLDRIDA Lie.8 44167 6 OF 20 • , x,:,. ,.11/ .:� :.�� h�::�'1�• � , •.JI� . �' •I: •�•.:al mommm� �mommm� �mommmMmEommmm�m�mommm�a� m�om mmmm0000mmmo"ovommmv""momlmmmmmnommmvovom""oo""�� mmmmomv©mmmm"o"ommmmmmmnmmmmmmmommmvom"m"""""" mmmoo"oommmmoo"ommmm""mommmmmmmommmmomm""m"""""" �' mmmnn"vv.mm>aon000mmmvoovnmmmvvvoommmvoomonp0000mo HAm000"®a mmmm"nmommmmOmmO mmmmmmOOmmmmOmm�"mO""O�© •- mmm000""mmmmm"mnmmmmmmmommmmmmvommmmo"mom"o"""v® �mmmo"omommmmmom®mmmmmmmm�l®��®o�i0�®m0000OOOO"Om©" mmmmomonl mmmomo®lo mmm mmm"n"oammmm"o"mmmmmmmmommmm"e�oommmmn®ee"""""®®v �a�mmommm�a®mmvovvo®mmvoo®®mmmomvoo®mmv®v000000®��© common©vommmo""volmmmmmmor�mmmm©ovommmonmoa"""" o ®mm0000vOmmmnn�DOmmmmmnmo®mn�f00i7o OmO�®vvo O"OmmODD comm"mosaocomm"""aommmmnvolommm®000�o®��®mo""""mom" mmmmm®oommmm"meommmmnnmemmmmoe v v""""v©oo' �mmMMMMM mmmmm®oOmmmmmmmmmmvv0000mmo®movo""om®®oo mmm®©oo0mmmm"000mmmmm®mommm000mommmomv000000mvoo comm"©000mmmm"Qvommmm"m oa�mmovoolommm®mvvo"""®"moo. •- mmmmm000mmmm®000mmmmm000mm0000vo�amm"seven"m"o®ao ' comm"""" mmn®oeommmm®vvom®®000vom®mnv000""Im"©©oo comm"""""9mmmnvovommmm"oeomm©000Aomm"movvo"""mm000 comm"movommmm®000mmmmv000�lmom000ammm00000""m®®000 ' ' mm®v000sammmnno>0ommmmmvoom�©000vom�om00000m�am®moo mmv®vvoommmv©000comma"ovommaovoloomm®0000o""m"0000 �mm000000comm""""sammmmoovomm000000mm"000�ao""©v®000 mm"movoommmv0000comm00000mm000voomm"ovQoom"v©v"oo comm"""""comm""voo®mmvovvommvoovvommommmm """mmmmm ®mmm00000mmmv0000comma0000mvo>n0000mm®oommo"v®m"oo�® ' ®m©00000mmn00000comm000vo�m000000mmvonolvlA""m®©o mm©00000 comma""oo mmmv0000�movoi�lvo amm®voovo""""s�Aoo mm000000mmovvoosammv00000nm000»oovmvoo>voonm®m0000 ®mmvvoovo®moo°vvoommoovoom�vovoovo�me00000nn®®oove mmav0000mmvoovoommov0000n dnn000voo""o©>n000 �m0000000mm000000mmoov000mgm®®®�a00®m000vO"®©o"000 n m®ov0000mm000vvommvov000wovovoom"ovoovo "©00000 0 : � � • 0 � � �0000v00��mOm00vO00v000v0 mm""Mm mvvvovoom00000vomvovvor�om"ovoos�omovoovvo"®"v �� '• � � ' comm"""or�am0000000m000vp0000v00000000® oovoomomommm •' •mvv0000amv000vvom000vovom0000vdo mvomm®mi®mo®00000 - 0 A l / •• • i•. 1 , AmerIcan Shutter Systems Assoclation, Inc. 0DATE. 04/10/15 Phan. (305)871-1530 Fax (305)871-1531 4268 West Roads Drive DRAWING No .—.all:tilt—c-Le.. West Palm Beach, FL 33407 EB-0006719 Phone: (800)432-2204 . Fax: (551)209-8380 15-080 WALTER A.TILLIT Jr.P.E. FLORICA U..j 44167 SHEET ' O-� 12 OF 1 E'_eXiMUM ANCHOR+ SPACING (jfy) SG DUL FORg OVEN i.'ax SHU�R SPAN A.S.D. #SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DENEGAY lly�ARD A 0 TYPE FOR CONCRETE 1167ALLATIONS (SEE MOUNTINGS F C•&H ON SHEETS 8& T.ANCHORS TO SUBSTRATE SHALT.BE AS FOLLOWS: POURED Cow:$= (A) TO EXISTING POURED CONCRETE(Min.f c-3 Jail)!LW Ntw �E WALL SILL MGUNTING ©CEILING MOUNTING QH FLOOR MOUNTING ANCHORS SPACING LEGEND - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER.(Min. Vc- 3 ksi) 00 AS.D.DESIGN NEGATIVE LOAD Psf A.S.D.DESIGN NEGATWH LOAD(pelf) A.S.D.DESIGN NEGATIVE LOAD pvf - tf4"0 x 3/4`ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.Pc=3 ksL) TAPCON WITH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Fc-2 kei) 30 40 60 75 9D 120 160 205 30 40 60 75 90 120 160 205 3D 40 60 75 90 120 10D 205 THREADFORM TECHNOLOGY - 1/4`0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY tq t2 10 s a 8 b55 i+ t2 10 8 8 s 8 8 14 i2 t0 s 8 a 6 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORTLED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC- 3,-0, - - - - _ -^ - _ _ _ ^ - -I- 74 112 10 9 8 8 1 6 6 ALL POINTS SOLID-SET (Min.f•c-3 ksi) . R LESS 14 12 10 1 9 8 a 6 .6 14 112110 9 8 8 8 1 6 14 112 10 9_ 8 a 6 5 BLUE TAP W/CAP NOTES: 14 12 10 1 9 8 e 6 7 14 12 f0 9 8 e 8 1 6 14 112 10 v .8 0 6 8 TAPPER} A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 74 121O 9 a 7 535 3.$ 14 112 10 8 8 8 8 8 14 12 10 9 8 8 6 5 1 3/4`,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". - - - 14 12 YO 9 8 8 6 5.5 14 12 la 8 8 88 4 14 12 to 9 a 8 8 4S t+ 12 10 9 8 6 4 3S A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4`ALL POINTS SOLID-SET ANCHORS SHALL DE 7/8•INTO THE POURED CONCRETE.NO EMBEDMENT 74 12 10 9 8 a 8 45 14 112 10 9 8 8 8 6.5 14 12 10 9 8 8 8 4.5 INTO STUCCO.SHALL BE PERMITTED. 1 f4`0-20 S.S.MACHINE SCREW USED SHALL DE 1 1/2`LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 f0 9 7.5 5.5 35 - 14 12 10 9 8 0 8 5 14 12 10 8 0 7 a5 4 45EE OMJ,TATIONB OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. _ _ _ _ _ _ _ _ sn 11,HON S&18 5'-0' - - - - - 14 12 10 9 5 $ 6 4S A3 IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 B 7 4 _ 14 12 10 9 8 6.5 5 3.5 14 12 10 8 9 5 35 3 )ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAO WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 L 9 8 7S 4.5 - 14 12 10 9 8 . 8 <5 14 12 10 9 8 6 4.5 75 NOTF.^a At)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR E3IS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 75 85 4.5 - - ib 12 10 9 8 7.5 SS 4 14 72 10 9 B 6 4.5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEEP 28A gL0• - - - - - - - - - ^ - - - 14 12 10 9 8 &5 5 3.5 74 12 10 9_.7.5 5.5 3 - 14 12 10-15S 7 5.5 4 3 14 12 a 6.515.5 4 3 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 10 9 0 6 - 14 12 10 9 8 6.5 5 3.75114 12 10 8.5 8 0 4 - - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.SUILDEX. 14 12 8 '64 55 3 - » 14 12,110 9 8 65 45 3.5114 12 10 8 7 5 3.5 3 - 1/4`0 x 3/4'ALL POINTS SOLLO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 9 75 5,5 4 3 _ - - "' - - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP A5 MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 TO 8 6S 4 - - 14 12 9 75 6 45 35 ^ 14 10.5 7. 5S 45 3.5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY AL POINTS SCREW,BOLT&SPECIALTY 14 12 10 6.5 7 4 - 14 12 10 9 7.5 5.5 4 - 14 12 B 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN Swam S7STDJS ASSOCtxnw, INC. 14 11 7 5.6 4.5 - - 14 12 1Q 9 7.5 5S 4 - 14 12 9 7 8 45 3 g•_0• - - - - - [14 - - - - - - - 14 12 10 8 6.5 6 3.51- NOTES: 14 12 8.5 7 5.5 3 - - 12 a 6.5 5.5 4' 3 2.5 9.5 6 5 4 J - - 0.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TPP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 9.5 7.5 8 - 12 8.$ 8 6.5 5 - - 14 12 5 6 6.5 4 - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 8.5 5 3.5 - - - 12 10 8 6.5 5 - - 14 12 8 0.6 5 4 - - 9'_0• - - - - - 74 72 85 7 55 4 - - B2)MINIMUM EMBEDMENT OF 7/4'0 x 3/4"ALL POINTS SOLID-SLS ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 11.5 7.5 6 4 - - - 11 7 55 S 35 - - 11 8 5.5 4.5 3.5 ^ EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE t 1/2*LONG MINIMUM SHOULD STUCCO 14 12 8 5.614-S - - - 12 85 7 5.5 4 - 14 toy 7 5.5 6 45 - EXIST',AND 1` MINIMUM FOR WALLS WITH NO STUCCO. , 71.5 8.5 SS 4 - - - 12 s 7 6 - - - 14 T1 7 5.5 45JSB.3) IN GSE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON INE E7tiSTNG WAll Oft FLOOR, - - 4 - - 14 . 8 e 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 LOS : 5 3S - - 9.5 65 5 4 3 - - 10 7S 5 4 3 4 - - NOTES 8.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR ETFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 8 7S 5S - - - - 14 115 9 6 5 4 - - 13 90 . 5 4 4 - - FOR INSTALLATION INTO OFS WITH METAL STUDS SEE SHEET 284. OS 8 5 - i4 f2 8 65 55 4 ^- t3 !O 6.5 5 4 3 11'_0• 2, - - _ - - - - - - '- 74 705 7 5.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. - J - 25 9.5 5 122 9 B4.5 4 3 9 7 q,5 35 3 14 10.5 7 I&S 45 - 11.5 8.5 55 45 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9S 7 4.5 - - 14 11.5 7.51 6 5 - 12 9 6 4.5 4 12•-0" - - - - - - - - -I- - - I- - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHOR 1.5 8.5 4.5 - - - - - 11 8 55 4 3.5 - - - 0 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E 71-MD.LESS 7THE INDICATED,REDUCE 3S 9.5 6 - - - - 13 9S &5 5 4 - - - 0.5 8 5 4 - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - - - - 14 10.5 7 5.5 4.5 - - 11 6.5 5.5 4.5 3.5 » REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 131-0' - - - - - - - - - 12 9 8 4s 4 - - - FACTOR 0.5 8 - - - - - 10 7S 5 4 3 1- - - 7.5 55 4 3 - - ACh- APCON W/ADVANCED THRFADFORAI TECH TAPPER t 2.5 8.5 - - - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - - . - EDGE ALL POINT SOLID SET BLUE TAP W/ CAP MIN.SPACING 8 6 - - - 1J 95 8.5 5 - - - - 0.5 7.5 5 4 - - - - �'{V Q�Q{ DlCTAl E MIN.SPACING - - - - - - - - - - 11 85 5.5 4.5 - - - - ED. 3' 4' MIN.SPACING..3 1 j2' MIN.SPACING 3' 3 3f4' 4' 14'-0" 10 7S - - - - - - 8 7 4S 35 - - - 7 5 3.5 3 - - - (1)HV BLADE WPOIF ID CONCRETE CONCRETE CLOCK POUREp CONCRETE& POURED CONCRETE& pOUiWD LQYL&TE CONO3TE RDCX CONCRETE BLOCK CONCRETE BLOCK 15 8 - - - » 11 8 5.5 45 - - - - 9 ,6,5 45 - - - - p HV WINDOW er FAST.FD-31/2" MN ED."2 tj2• MIN.EA•31 LIN ED, 3` Mk£A•3 T/2" Mtt E0.=2/ 75 - - - - - - 12 8 B _ - _ OS e 5 - - - - BLADE WQ��,�G 3• 0.90 1.0 0.78 1.0 0.84 1.0 15'-0" 9 - - - 8.5 65 4. - - - - - 6.5 5 3 - - - - - 2 1/2' 0.81 1.O - - 0.87 1.0 t0 - - - - - - 0.5 8 5 - - - - - 114 6 4 - Ill �1N�$ON ♦ 2' 0.71 _ OSt 7 - - - 15 8.5 5.5 - - - - 9 6.5 4.5 - - _ - 1 3/4• 4 0 - _ 0.43 Lw-11 - - - - - - - - - 10 75 5 - - - - 8 0.35 95 » - - - - 9S 5-"s » - - - - e e 4 - - - ~-BUILDINQ CO Righ Velocit BuFricdne Zone 1T1+ oil •14� A,t...�1� 4/, f9�2015 EASTERN METAL SUPPLY,INC,. '"J iY BERTHA HVTM � ,w�.ipEc A.S .S.A. Accordion Shutter System KV. RADS g1 W/OR W/o H.V. WINDOW BADE STA OF :t@', TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY. M.L, • AA 6355 N.W.38th.St.,Ste.305•VIRGINA GARDENS.FLORIDA 3316AS$OC(4ttOnx Inc. 7 OLD 11-193 4ftOft DATE: 04/10/15 Phone: 305 871-1530.Fax 4268 West Roads Drive ( ) :(305)B71-1531 2 „ c-mai:U11-6-1- West Palm Beach, FL 33407 3 DRAWING No '.SIONAL��'44 WALTER A LUT Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 P.E. ./`lTGNIitURE/DATE FLORIDA Dc.F 44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (ID.) SQHEDULE FOR A GR2'N MAX SHUTTER SPAN A.S.D. DESIG ti 'E LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTAILIMONS (SEE MOUNTINGS I,J,K k L ON SHEET 7) POURED CONCRETE ANCHORS SPACING LEGEND I MAXIMUM WALK=,pTRENCH Oj RNQ NGUARD MOUNTING WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON WITH ADVANCED (ft) A.S.D.DESIGN NEGATIVE LOAD(pan AS.D.DESIGN NEGATIVE LOAD(pen A.SD.DESIGN NEGATIVE LOAD(pat) AS.D.DESIGN NEGATIVE LOAD(pef) THREADFORM TECHNOLOGY 30 40 60 7s 90 120 160 205 30 40 60 75 90 120 160 205 30 4O 80 75 s0 120 160 los 30 40 60 75 90 120 160 205 ALL POINTS SOLID-SET 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5 85 6,5 7 7 7 7 7 7 5 5 5 5 5 5 5 3•-0" 14, 12 10 9 0 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP R LESS 14 12 10 9 8 e 6 6 12 12 12 12 O's 6 8 4.5 7 7 7 7 7 7 7 6.5 5 5 6 6 b S 5 fi TAPPER+ 14 12 f0 9 0 8 6 6 12 12 12 12 12 10 7S e 7 7 7 7 7 7 7 17-6- 5 5 S 5 5 5 5 14 12 10 9 6 6 8 B 12 12 12 12 11.518.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 3 5 5 5 5 4 4'-0" 14 12 10 B 8 8 8 6 12 12 12 12 12 B.5 7 5.5 7 7 7 7 7 ) 7 7 6 5 5 5 6 5 5 3 14 12 XO 9 8 8 8 8 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 1 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 6 8 6 8 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 55 5 5 S 5 b -9 S 5 14 12 10 9 8 8 6 8 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 5-0• 14 12 10 9 8 8 8 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 14 t2 10 8 8 B 8 B 12 12 9.5 7.5 6 4S 35 - 7 7 7 7 7 7 5 35 s b 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 5 fi 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 0 8 8 6 6 12 12 1.5 9 75 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 S 5 5 4.5 3.5 - SPEC(TICATI0N5 14 12 10 9 6 8 6 6 12 12 12 t0 e 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5, 5 5 5 5 5 5 ON SHEEP 13 14 12 10 9 8 '8 6 8 12 12 8 6 S 4 3 7 7 7 7 7 5.5 4 - 5 S 5 5 5 5 4 3 14 12 10 9 8 6 8 8 12 12 10 8 6.5 5 .75 - 7 T7-T-7- 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 14 12 10 9 8 8 8 6 12 12 10 8 0.5 3 3.5 _ 7 7 7 6.5 5.5 4 - - 5 3 5 5 5 4, 3 - 7,-0" 14 12 10 9 8 6 6 S. 12 12 12 8.5 7 5 4 3, 7 7 7 7 7 .7 7 6 5 5 5 S 5 5 5 5 14 12 10 9 8 B 6 6 12 f0 8.5 5 4.5 3 7 7 7 7 65 5 3 5 5 S 5 5 5 3.5 3 14 12 10 9 6 8 8 6 12 12 8.5 7 6.5 4 7 7 7 7 7 s - - 5 5 5 s s 5 a - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 85 7 5.5 a 3 - 7 7 7 5.5 4.5 3 - - 5 s 5 5 45 3.5 - - P.SF A.S.D. DESIGN PRESSURE 6,-0" 14 12 10 9 6 6 6 - 12 12 0: 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 S ++!3 5 5 RATING & FOR SPANS PER 14 12 10 9. a 8 :6 - 12 9 8 A5 4 3 - 7 7 7 7 55 4 - - 5 5 S 3 5 a 3 - SCHEDULE 4, SHEET 11 14 12 10 8 8 0 6 12 11 7S 6 5 .75 - 7 7 7 7.5 6 45 - - 6 5 5 5 5 4.5 - 14 12 10 9 8 8 12 1.5 7.5 6 5 3.5 - 7 7 6.5 5 4 - - 5 5 S 5 4 3 - 9,-0" 1{ 12 10 9 6 6 - - 12 12 9S 6.5 55 4 3 - 7 7 7 7 7 7 6 3 5 5 3 5 5 5 5 5 14 12 10 9 8 8 0.5 6 5 4 35 - 7 7 7 6 5 3.5 - - 5 5 3 5 5 4 3 - 14 12 10 9 8 6 12 10 6.5 5 4.5 - - 7 7 7 6.5 5.5 - - - 5 3' 3 S 5 4 - - 14 12 10 9 8 B 12 0.5 7 5.5 CS 3.5 - 7 7 5.5 4.5 3.5 - - - 5 5 S 4.5 3.5 - - - 10-0•14 12 70 9 8 8. - - 12 11 BS 6 5 J.5 - - 7 7 7 7' 7 7 45 - 5 5 5 3 5 5 5 45 14 12 10 9 8 8 - 9.5 7 4.5 3.5 3 7 7 7 5.5 45 - - - 5 5 5 5 45 35 - 14 12 10 9 8 8 12 9 6 5 4 .7 7 7 6 5 - - - 5 5 6 45. 5 - - 14 72 10 8 8 6 12 95 6 5_ 4 3 7 7 5 4__I_ - - - 5 5 3 4 35 - - 11,--0•14 12 10 B e 8 - - 12 10 7 5.5 45 3.5 _ - 7 7 7 7 7 7 3.S - 5 5 S 5 5 5 5 4 ` , 14 12 10 9 8 6 - - 8.56,3 4 J.5 3 - - 7 7 6 5 4 - - 5 5 3 5 4 3 - � V BLADE ONLY 14 12 10 9 8 a - - 11 8 55 4 - - - - 7 7 7 5.5 45 - - - 5 5 5 5 4.5 - - - 1 14 12 10 17 8 1S 6.5 55 4.5 3S - 7 7 4.5 3.5 - - - - 5 5 4.5 3.5 3 -- 4 14 I2. 10 9 8 - - - 12 85 85 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5, 5 5 4.5 3.5 14 12 10, 9 8 B 8 4 '3 - - - 7 7 5S 4.5 3.5 - - - 5 3 S 45 4 3 - - 14 12 10 B 8 10 75 5 4 - 7 7 6 5 - - - - 5 5 5 5 4 - - 14 12 10 9 e 0.5 6 5 4 3.5 - 7 6.5 4.5 3.5 - - 5 5 4.5 3.5 3 - - - 13'-0•14 12 10 9 8 - - - 15 8.5 6 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 S S 5 5 45 3.5 14 12 10 9 8 7 5.5 3.5 3 7 7 5 4 3 - - - 5 5 S 4 3 - - - 14 t2 10 9 6 9 7 AS .75 - 7 7 5.5 45 - - - - 5 5 5 4.5 4 - - - 14 12 10 9 10 7.5 5 4 3 7 0 4 3 - 5 5 4 3 - - - - 14,-0. 14 12 10 9 - - - - 05 8 55 4 3.5 - - - 7 7 7 7 7_ 4 - - 55 5 5 5 3 4 3 14 12 10 9 - 6.5 5 3 7 7, 5 3.5 - - - - 5 5 5 4 - - - 14 12 10 8 - 8.5 8.5 4 7 7 5 4 - - - 9 5 ' 4 - - 14 12 10 - 9 7 4.5 3.5 3 7 5.5 3.5 - 5 5 3.5 3 - - - - 15�-0.14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - 6 45 3 - 7 7 4,5 3 - - - - 5 5 4.5 35 - - - - 14 12 10 - - - - - 8 6 4 - - - - 7 7 5 S S 5 4 - - - - - _ _ _ _ _ _ _ - 14 12 1 0 - - 8.5 6.5 4 3.5 - 7 5.5 3.5 - _ 5 5 35 - - - - - 16,-0•14 12 10 - - - - - 9.5 7 45 35 3 - - - 7 7 7 7 6 3 - - 5 5 5 S 5 4.5 35 - 14 12 I. - - - - - 0 45 3 - - - - - 7 0.1 - - - - 5 5 4 J.5 - - - 14 12 10 - - - - - 7.5 5.5 .75 - - - - - 1 .5 - - - S S 4.5 - - - - - O IHI h Velocit Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM -�e- A Accordion Shutter System *: H.V. #1 W/OR W/O H.V.WNDOW MADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L. 'o TILLIT TESTING & ENGINEERING COMPANY t, A9SOCIatIOn, Inc. 1 OLD 11-193 34/10/1 DATE: O4/l0/15 v 4 PUSS N.W.76th.6L.Ste.305,VIRGINIA GARDENS.FLORIDA.7316 - 0'•'•.F( OP•'• A 4268 West Roods Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 3 DRAWING No NAL 1,tI a-mall:8ltecota0al.com West Palm Beach, FL 33407 .1 •-�S� f� 'I� ,11 E5-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1J-080 ER ••.,.f�t WALTA.TILLIT Jr.P.E. 3 P.E.SEAL/SIGNATURE/DATE FLORIDA Ue.y 44167 SHEET 6 14 OF 20 O°' �!'r� O �� © FII' ' �• •�• ie p, Ci C��n+rrr�.t�+n u�fol"tftt�i!!�1}!!A�•!�!:!!�� -.�. .' r fr r r moc mo�m»amoommmi��mem[MIMEmmmmo�i��mommmmiom�mmmmm1M ®' mmm oo �0�mono MERVEMnoon" IM"In Mnm�m�nro oM LimmmmooQnnm®mQoioda®mm M"ER Mmaaaamoin WMMMMU maml oQnman®aaq®®aa®maa®>vt®3maannol �ammmaovoa�aaaa MM a�moFmARa ��rEa "�mQsa 11011 vo�ooWME21o11:111 oQQQmm" ImnMon�®m[QI�O®00JIMUMN m® MA®EBOO�md�Ma0UMMEM MKUMMUNMOMM MM MM=== 11311MUM , aa�a OQLQ�aOas ��aoMM""""MMMMmv�aaaaMEaacQa MMMmM MENKUMMM00 �� [Mla11211"FM3 "MLu �n�w�aaaiaanim�® ©aaamWi miniaaaaQa®oaaaaQaaImum oQQo aavQQ= moQQ===90a©a0aaa""�aonaaaana'gaovaa ® aaaaaMW MM 1= �amaoonvmm®i�o�vo�o�e�nn �smaoC/Cm7®p�Oim Ka dooQr�mmo®° ivoMo=i r , mmaaaaao�mmaaaanQke ereece'aaaanooaaaaa Maaaaa�mmoaoa�. erer� mmmm nmo©QQnm�mQOQQrar NOMMMQQI� � m�vio�n=11211 Q==v=Qei�en�� aasM,os�atMMM Monism®�gt�o= �mnQooniMW M111111M === aaam�moQitoo�o e+�n�e�dmWN©a®oma voo vom®dME== �O�gQQQQQMM QAI1fIQOQQQ F�isslrOAe'Q©O�iCfO�!>I�[�OQ�OQO�UQdQOQO �iaa0a"MMMaQna®a �aAdeslQlO"®baa E�3EItQQ QQ i�3QCfQQ000 [I3QQ Qn >F3QQQQOQQF�Q�IdQQMSIDMw=MOQQQQQE/QQQQQO � oaaannan�Qaaaaaa, nenadaaa. W®Waaaa aaaaaam Waaaaaa MM Lm== aaasnasnnaeniaaoaoanooaAaavavao�anoo�Qoo � ; � • ` • E QQi7QMM EMMQQQMMM i[fllenQI�oQIEi®E3Eli�QNER= doQ000OQOQ01xii7 ®[ 7Rn7nriaaaLrAnOma= ®EMME isAIQJ111111S1MlQIO �OQOO O®�dO�QaO • ` i CfOnQQaO�OOn nQn URI M c� r>� u ♦ ��-EMaiQQ l l .Allir, ar:i7 American Shutter Systems C 1TILLIT TESTING & ENGINEERING COMPANY � / / 055 RX Mt.Vt..Ste.M41MNA VMN4S,%j?jjj-,3316k, Association, Inc. 6-rron;tilt-9.01- West Palm Beach. FL 33407 EB-0006719 Phone: 800 432-2204 Fox:: 561209-8380 � 0�� MAXIMUM DESIGN PRESSURE RASING (p.s.f.1 AND CORRESPONDING MAXIMUM ANrHOR+ SMUNd FOR A GIVEN MAX, SHUTTER SPAN NEGMW A.S.Q. DESIGN PRESSURE RATING AND A 0RRESP0NDI(,M,)M-Q=,JftFYrPE- (SEE MOUNTINGS ON SHEETS 16& 17). LJ B T F=:;;Z�*,-T- PEZ No. SPRUCE PINE SPR UCE'PINE 1/2" MIN. dDX -Twu IN.GFO.55, FIR NORTH FIR SOUTH SOUTHERN PINE No. 2 W/ MIN, G--�0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR soui4' .'� W/ -0.4 DOUGLAS FIR W1 MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD W1 MIN. G- -3 W/ MIN,--d=OZO MAYJMGN SPAN(tt) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. o & R FLOOR MOUNTINGS M, N. d & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 8,0. WALL MOUNTINGS B.O.WALL MOUNTINGS IN & X W & X W & X P & 0 S &v S &v S &v esn DSW 1Rr12M<A�Ii9PD Tj�Asa owlleeant FansFf Ra1w eso asm IacvnE RLS�f Fn1s(�es9,Bsa7 NTemE r�ssus Rare esu amt leans RRSAFf Wuw9(�Asn.oma 14C4NE PaSNE Fans�a nwI I$GaNE R3IRff wowc(�esD asrn IeanE I�1(&wads foil A20.owl rrcum>:7�71€R17nc�tsu oma ItrANE t 7wu6 ya) 5 30 1 0 60 7� 90 1105 -ZO 05 30 40 CO 75 90�05 30 4OT60F�S 90 VO 4 1 1 1 75 0 30140 160 75 90 1105 30 140 16075 0�0 5 30 1401 6 75 90 105 30 40 16017S 90 IDS 30 140 1 60�5�90 3. 60 90 5 30740 60 75 9 Id5l 3'-0'OR LE&I 12 10110 13-18 6 5 6 6 6 6' 12 10 10 9 8 IS 6 6 6 6 8 a V 7 B 6 6 6 6 4�-O- T2 10 r10- 9 STTS 6 12 10 10 9 a a 6 2 0 CO 9 5 8 6 6 6 _[fi 4 -3 12 12 Q 112 112 12 12 112 72;12 112 12 12 fI2 12 12 1111111112 12 12 10 10 9 8_1 8 16 6 6 6 6 5.5 12 10 10 9 6 8 16 6 6 6 6 5 12 10 10 9 T T 6 46 6 5 6 5 4 A 4 3 12 12 12 112 11 12 12 12 12,112 112' 12 12 12 1 12 0.� L 11.12 61-01 12 10 10 9 8 6.$ B 6 6 6 5.5 f.5 12 70 10 9 8* 5 6 6 6 5Z 5 4.5 12 10 10 9 65 3.5 6 6 616 15 4.5 6 5 4 4,3.5 - 12 12 12 12 12 12 12 12 12 12 112 12 12 12 12 12 1.0 8.5 1 6 ----- [6 El 6 7'-D' U 10 10 9 6-9 4 6 (T 6 4.5 '4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3,5 6 5 4 12 12 12 12 12 12 12 12 12;12 112 10..-12 12 12 146.5 S5_7.5 f:i-CO --1111116 T9,4-5 3 6 6 5 4 3.5 12 10 6 3.5 - 6 6 5 1.5 3.5 3 12 10 10 4 - 6 6 5 4.5 3.6 .3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 .12111 9.5 12 12 1.5 9 7.5 .5 10 7-2 TO-1-0_T' .6 Z -F--F------ 12 12 1).5 9.5 8.5 12 12 10 8.6.5 ST 3 '�.5 CS 3.S 3 12 10 9 4 - - 6 6 4.5 4� 3 3 12 10 4 6 6 4.5 4 3 3. 6 5 3.5- IT_f2_T2_T2_-12 10.!12 T5 i TO i 4- - - -9- 6 5t4 3 - 12 10 6 3 - 6 6 4;3.5 6 6 4 5 12 1.5 9.512 TF TF TV�i75 7-s 12 12 9 1.. 6 5 _2 - 12 10 3 - - - .5 3 1- 8 5 - - 12 12 12 11'-O` 12 10 - 6 6 10 6 '.5 3.5T--,- I- 112 IF H_ S 5.5 4 - - - 6 5 - - 6 6 10 t2'-0' 12�15 6 5 *5 12 1::16 --2- 6 1 .-0* 12 10 6 4.5 13' 2 5 1�1: 1: 6 ZS 10 6 5.5 .5 4.5 4.5 16'-0" 112_1 6 5 HV BLADE OR HV BLADE WZ a-HV WINDOW BLADE WORKING IN UNISON* + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: • -SOUTHERN PINE N.2 W/0-0.55(N.D.S) -1/4-0 TAPOON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDS( W1 MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/C-0.50(N.D.S.) - EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W1 G-0.43(N.D.S.) EXCEPTIONt SEE N07C 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.38(NXX.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1986 APA) LAO SCREWS AS PER NOS 2012 SPECIFICATIOM 4.ANCHORS SHAG BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. opF'Fpiniai�,,�eF FLORI)A WONG CODE(High Velocity Hurricane Zone, 112015 EASTERN METAL SUPPLY, INC. 00 BERTHA HVT. Accordion Shutter System Z 11LIEC9 1 71, ANO.S.Am CR W/O N.V.WINDW RADE 0"#1 W/ 7z can Shuffer Systerns REVA. 'DESCRIPTION DATE" DRAWN SY.- MA. OF TILLIT TESTING. & ENGINEERING COMPANY Assioclaflon, Inc. 1 PLO 11-193 34/10/lt DATE-. 04/10/15 03*5 8.W,35ft St,Ste,303,VIRGINA GARDENS,FLORIDA MTd( ........... Phone (305)871,1530.Fax:(305)871-1531 4268 West Roods Drive 2 DRAWING ANo rnail:tot.. West Palm Beach, FL 33407 3 L -EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 -4 15-080 WALTER A,TILLIT J,P.E. FLORIDA Ll..if 4.4167 6 'SH T P.E. E/DATE. SHEEr a 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ((A HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ) ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19. FOR MAXSP WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE A WORKING IN UNISON 1/4"0 TAPCON WITH ADVANCED THREADFORM EQ EQ— 2'MIN. EDGE(IF APPLICABLE) TECHNOLOGY W/ 1 1/2"Min. 4"x8"(Min.) EXISTING - PENETRATION OF THREADED STRU BEAM REQUIRED. AREA TO EXISTING WOOD OF EXISTING ADEQUACYODBE HEADER. 1/4'0-2 /4'S.S. OF EXISTING W000 BEAM EXISTING WOOD (SEE SLHWULE ON SHEEP 15) PHILUPS TRUSS HEAD TO BE CERTIFIED BEE E EQ TRUSSES OR 1"Min. REGISTERED ENGINEER OR 1/2, 1 2" RAFTER® 24' ACHINE SCREWS ARCHITECT PRIOR TO / O.C.REQUIRED 19 -E' -EQ W/1/4"-20 NUTS SHUTTER INSTALLATION. ® 12"O.C. 1/4'0 TAPCON WITH 1 OR 1 ADVANCED THREADFORM EXISTING SOFFIT 257, TECHNOLOGY W/ 1 1/2"Min. 3/4"Max.THK. xi� PENETRATION OF THREADED Max. AREA TO EXISTING WOOD B EQ 0 S. S/4" E 0 (6 63' eM.TUBE ALLOY) cl= I 6-0 LAC(SEE SCHEDULE ON SHEET 15) .,:I °P°0 ®e"°'0' I 11 or©or 15 EACH/RAFTER OR TRUSS. ro O1 or 1© or 15 I LOCATE LAG SCREWS AT LJJ ,��+�• Y^ I I MIDWIDTH OF EXISTING WOOD 0 ,^EXISTING1 MIN 2'x4' I 1 I I MEMBER,(2"Min.NOMINAL WIDTH) EXISIT HEADER RE°'D MIN.SEPARATIONI I I OPEN HOLE AT EACH _ W/2"Min.PENETRATION OF STUD TO ACCEPT THREADED AREA VALID FOR TO(SEE SCHEDULE ASSON SHEET 11) EXISTING_ I 5/16"0 LAG SCREW INSTALLATIONS WITH 72 psf GLASS I I AT CENTER OF TUBE, I MAX.AS.D.DESIGN LOAD AND MK SEP ON V-0"MAX.SPAN.THIS AWI I is cans IgE 1 , I A4R SfRnnaN I N INSTALLATION IS ONLY VALID OS HV WALL HEADER INSTALLATION SGEMLE ON�ND 10°As SFE FOR WOOD W/MIN.SPECIFIC 11Xy' rs I I EXISTING 'l 1s est�LT I I I I GRAVITY of 0.50 As oaucvs GLASS--I aN q�l 19 I r FIR OR SOUTHERN PINE No.2, I SLADFSpsp I Mra�s® 1 OR Q OR EQUAL. .NOTES: 1 OR 1� 1-SEE SHEET 4 FOR TYPICAL SHUITER ASSEMBLY, 2-MOUNTING INANYAY TO SUR ANY INSTALLATION. CTIONS CAN BE COMBINED OT HV CEILING INSTALLATION /^� OHV CEILING INSTALLATION 1 1MIt a ct s� 1�J OR ®• I MIN.SEPARATION I I ( 7o GLASS I b MIN.SEPARATION 11e (SEE SCHEDULE I I 1 TO GLASS I I EXISTING I R7 SHfEr 19 EXISTING (SEE SCHEDULE ON SHEET 11) I 1 01155\ I BIB tp&i 1 I °N SHEET 17) I� y I I I cvs ' Q I I ALTERNA I 8 I I T 0 1 I ANCHOR I EXISTING WALL I LOCATION 3/e MIN. / °�S� I I I DECK REQUIRED OD FINISH I I 1/4' ©+ 7 3/8 MI WASHER4 HEAD TEK I (NO HEX FINISH ALLOWED) Max. t..� I' SCREWS 0 12"o.c 2'x6'MIN.WOOD �- EDGE OF DECK 3 OR DECK REQUIRED (NO _ w © FINISH ALLOWED) IF APPLICABLE EO Q 1/4"0-20x3/4"S.S. EDGE OF DECK 1 2 �• _�_� 1/4'0 F.H.TAPCON WITH w 1/4'0 TAPCON WITH 1" PHIWPS TRUSS HEA° IF APPLICABLE _ DGE � � TECHNOLOGY W// 10EO 0RM 1/2'Min. ADVANCED THREADFORM Min. MACHINE SCREWS 2'MIN.. - 2 MIN. OF PENETRATION OF THREADED TECHNOLOGY W/ 1 1/2'Min. W/ 1/4'-20 NUTS _ �� DECK IF 1 PENETRATION OF THREADED ® 12'O.C. APPUCABLE 2"MIN. AREA 0 MIDWIDTH OF WOOD 2'z4'CONT. PLATE. SILL PLATE AREA® MIDWIDTH OF WOOD 1/4"0 TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY PLAN' W/1 1/2"Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 75) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) I .gEE LM TIONSHOF OF ®HV WALK—OVER INSTALLATION O HV WALL SILL INSTALLATION pniiii.�� ®HV FLOOR INSTALLATION IpA BUILDING CODE(High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■S■S■A■ Accordion Shutter System WIND H.V. RAE#1 W/OR W/O HV. OW MADE l�A American Shutter Systems REV.N. DESCRIPTION DATE I DRAWN BY. M.L. TILLIT TESTING do ENGINEERING COMPANY •C� 6355 N.W.36th.SL.SL..30.5,MRCWIA GARDENS•FLORIDA 3316 A31sOCiatian. Inc. 1 OLD 11-793 /10/15 DATE: 04/10/15 STATE OF Rhona (305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING No West Palm Beach, FL 33407 e-mail:Ulteco®aol.com 3 ..............`C,� EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 _'SLS/0 a� WALTER A TILLIT a�.P.E. 5 P.E�'SEA6/J1 tJ,+111/DATE FLORIDA Uc•'44167 5 SH 0 20 END INSTALLATIONS (1) HV & (1-4 HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 2'x4'MIN. ;; 2'x4`MIN. WOOD STUDS.- 1/4'0 TPPCON WITH '�ti woeD suns. (AS APPLICABLE) \ / VANCED THREADFORM 2'x4"MIN.WOOD APPUCAB TECHNOLOGY ITW SUIUJEX STUDS REWD. 2'x4'MIN.WOOD ( LE) \\ ANCHORS O 6'O.C. y%}! \� STUDS REO'O. \ / W/LL1 W/1 1/2'MIN.THREADED KNISH \ / PENEHRATION INTO STUDS OR �•" I \ / FlNISH ,. W/NLN.1/2'THREADED EXISTING GLASS I' PENETRATION TOCUX yS EXISTING GLASS "I ='� 'A PLYWOOD IF NO STUDS EXIST. AEXISTING GLASS E%ISTING GU55 EIIL\ T1/2'NLN.CO% y, -7 NN RATION .. I MINN00 i� �XION MIN SEPPRARON TO GIA4(SFE �,:. «. r,.-... 1/2'MIN.CD% ON.SEPARATION •• 10 U.ASS(SEE 546D1RE ON 9HE7T +=!+•n'•.• n q;-�C!°`•. PLYWOOD. tir '°'.^':mr ':{i`+• n.)' 10 CLASS(SEE ;„=1 To CLASS(SFE 1/x•n/N.cox :G^•S'�;i°;nitS SCHEDULE w SHEET 11 FOR RAGE(DANT 1/16'x3• WALL �®IA.E ON SHEET ,^'�N.,«:"' "' •:Y:yV.°a:s,•.\2 11 FOR BLAULE ADDEm PLIWOOD. 1/2" ''I' 11 FOR RADE®Aw ON SHEET 19 FOR (6063-TB)COM. y FlNISH 1/2'MIN.CDX 11 FOR RADE(DAND ON SLEET 19 FOR ON SHEET RAS• (D&9 FOR RMFSm&® ALUM.CLOSER PLYWOOD. �� FOR WALL RADFSO&Q 1/2'MIN. PLATE (LO CATE 1/2' FINISH I •usi 1'aR Y wx. AT ERHEFR SIDE MIN W.reurrotq.Y.Va1a'-Y ) A1fNB1W ns w+oE - 10x1/2'S.M.S. 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INTO STUDS O 12'O.C. INTO STUDS O 12'O.C. 016 O.C. TO GJ SS(SEE BLADE 1A ON SHEEP 79 SaroEDIILE ONSHEET 1/2'MHN. 1 SCHEDULEON 6�AND •F 4• ON SHEET IS FOR (D Q4 1TIADESO&$91 1/2'MIN i .+ 6 OR®OR�OR .r: Y 1 •_j.D _ _---- -- _ry @OR©ORBORO rr �\ 2'MIN. 'MIN. (D R • 7 5 .- QpR • 4 4 OR®OROR �!):a"R."a'w..;F•ty,,�v-:.:nx� �.�* +>n• '•..:.,w'w{c••:�',:+•.�CI:��;e. // ®CLO.70o eDu1O•®- (gOR©OR(9OR(5 VIEW Y 1�'®e©.70aB0a�o•®' LwALL FlNISH 2`x4'MN.WOOD WALL ®'® ��©m ®a®•®m©•®a STUDS REDID. FlNISH 1D• PLAN DETAIL END CONNECTION DETAIL 0 END., Al 2BUILDING FLO DA Ni h Velocity Hurricane tone 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM • 87�� A S S A Accordion Shutter System I. E C O .a c. aoE#, w/OR w/o Hv wlimovr MADE * :/kms American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L« .p SITATE OF /� TILLIT TESTING & ENGINEERING COMPANY Assoclaflon, Inc. I OLD 11-193 4/10/1 DATE: 04/10/15 .•./`` 8355 N.W.36t1t SL,St..303,VIRGINIA GARDENS.FLORIDA 3716 �9 �P`' Phona (305,St.. 530.Fax:(305)871-1531 4268 West Roods Drive 2 DRAWING No _ 0-mall:tilt-00-l.cam West Palm Beach, FL 33407 3 q SSIONAI-�. EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 • •+ WALTER A TILLIT Jr.P.E. E ' P.E.SEAL/SINATUR6 SHEET GE/DATE FLORIDA Ua.d 44167 5 18 20 MGENERAL LIMLTA7IONS AND CONDITIONS OF USE FOR BEgTjjA V F31 ADE ACQ98010N SULM SYSTEM WORKING IN UNISON wam t4tt talNOOw BLASE Al A 1.MAX,AS.D.DESIGN PRESSURE RATING:}110,- 110 pm f. G @�� ' o> 2.MAX.SHUTTER SPAN:96". r a. 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7:AS WELL AS MOUNTINGS M.O,T.U&W ON SHEETS 16&177YayO�, ONLY ARE ALLOWED f ¢,_9VT��E 1.)IN RTES �UST BE ED ONLY ATF�NG OR ACCESIN S CASE OF OF WITH s IRT7jY 4 0 5 CENTERMA E 16 art 5.(A)W WINDOW BLADE @ SHALI.ONLY ALLOW A MA>4MUM OF 5 OPENINGS TYP.EA END i (3"0 HOLES)FOR(a PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)R6N.CLEARANCE FRAM TOP OR BOTTOM EDGE OF WWINDOW BLADE&MAX.5 WlNOOWS OF ANY 3"0 HOLE FOR®SHALL BE 12'. ALLOWED AT FTV N WINDOW BLADE® (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT EN13S MAY BE NV WINDOW BLADE 1 'x (D)HV WINDOWBLADE 7®MUST BE USED ALTERNATE TO A SOLID W BLADED THROUGHOUT SHLJITER'S WIDTH. a (E)CF_I�fE1iMATEB SHALL ALWAYS BE INSTALLED ADJACENT TO A SCUD HV BIADE i AT ELTHER SIDE OF THEM. o f,„ � X ' (F)POLYCARBONATE HV WINDOW 4�4 SHALL BE INSTALLED SO TIl,9�TABS FACE SEE END ( 1 THE INTERIOR CF THE OPENING BEING PRLNECLED, HV WINDOW L44)MUST BE CONNECTION ONLY INSTALLED AND LOCKED USING A FIV SETTING TOOL PR OVi D BY ASSA 10&T ON 511EE73 10&16 TTP. N � INC. FULL HEIGHr. 3bA i 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IWO WOOD FRAME 1 P ® R BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES LL C i &2 ABOVE). . 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLACK WALL ON SHEETS 12&13 AS LIMTIT31 BY SPAN AND DESIGN LOAD(SEE NOTES 4 &2 ABOVE). (SEE PLAN FOR REQUIREMENTS) / 8.MINIMUM SEPARATION TO G1155 SCHEDULE D H TYP TOP&BOTTOM 14 ) SHUTTER SPAN MINIMUM SEPARATION TO GLASS NUMTIED WI 96"Max. Mme. 5�� ELEVATION KK SFPAW3ION 70 OASS ' EXISTING GLASS ------ SEE SCHMAE ON SHa7 12 FOR BLADED --"----------"---1--' ...•—•.. AND ON THS SHEET FOR BLADES fTJ&�:.+ --- ---------------- 50o ; 4 8 4 5 J �--- — — //,�^�� \ T SYMM Oft 5 AND�MA7ES�`;5' \ �� IL-- W/0 (S�NOIE 4 ABOVE? "f } PLAN \\ / TYPICAL III HV 13 ADE WORKING IN UN1SION" 4 V WINDOW BLADE SHUTTER* WILUNG CODE(High Velocity Hurricane Zone CJENH�'•' 0 2015 USTERN METAL SUPPLY, INC. BERTHA HNT. A A IL E 4 �w�. ■ ■ accordion Shutter System Kv. #i w/OR w O M.v.N7NDCJW MADE "+'mow+ •�((V` TICCIT TESTINAmerican Shutter Systems REV.No OESCRIPnON DATE DRAWN BI: M.L. G do ENGINEERING COMPANY Q••''',yLU1l�Q.%�Z 9355 N.W.36th.SL.SIC 3ENS,F 05,VIRGINIA GARDL==DA 3316 A33gCIdttO(IF Inc. 1 OLD 11-195 /10/1 DATE: 04/10/15 sSION" Phane:(305)871--1530.Fax:(305)871-1531 4268 West Roads Drive 2 V v --iL Ult..aaa— West Palm Beach, FL 33407 3 DRAWING NO EB-0006719 Phone: (800)432-2204 .. Fax: (561)209-8380 4 �`"'d�a r WALTER TILUT Jr.P.E. P.E.SEAL/SIGNATURE/aATE FLORIDA Gk #44167 5 SHEEN 6 t9 OF 20 ExRED MINIMUM4UL1/2x 0.035-THICK 1 :'Vd�R..i..S:...•'I INSTALLATIONS WZ1 HV BLADE O HV OENTERMA,TES 2�1 -2.000" Max.�- MIn. 40 ASTM A-643 GRADE 7:91x ' Min-G-6D SLY� 43b INTO METAL STUD WALLS METAL SNOB AT 16"D.C. , '`_ __ 0 6"O.C. "'40 41 d•p0• �ci w S ________ 1/2" 475"Env- * �,�4gf0 NOMINAL `': I—I 3s D ALUMINUM SLEEVE 1 Iain _ 430 F0 BE 'HV B ±R LADE ACCORDION SHUT6063-T5 ALLOY EQUIRED MINIMUM i N SYSTEM INSTALLATION TOM AL STUD WALLS 1 3J4'x 6 i/4x 0,035'THICK E6n.1 430 ®5"O.C.ro CONI.GALV.STEEL TRACK CHANN0.I I I ,I I SEI'3ARATIti,.yy TO CI A-SS ('t-II=r)I 11 F _3.000'_ ASTM A-653 GRADE 40 Min.C-So 1 0 6"O.C. '' cl Max. GALVAMZED FASTENED TO STUDS EXIS7TNO FINISH 39 < T. MAX. A.S.D. DESIGN PRESSURE RATING: 3'75, - 75 p.s.f. W/(2)#6x1/2•TEX SCREWS ON f AS APPLICABLE 1 y INTERIOR x ex ERIOR FACE MINIMUM 2. MAX- SHUTTER SPAN: 84" SEPARATION a3c LENGTH+ 1" MIN.SEPARATION I , EXISTING GLASS I (�, TO GLASS Z_(SETO GLASS 3. ALLOWED MOUNTING: ON THIS SHEET. 43y4"SS-20X3" BOLT E SCHEDULE) ,4 x P) N 3 1j4 MUST PENETRATE 43c 1" = EXISTING TTNISH m �•• ONLY-CENTERMATE 21 Wj 24 HV LOCK ARE ALLOWED O I AS APPLICABLE I I i it WITH 21 AR GED A SYMMETRICAL LAYOUT. REQUIRED MINIMUM 1 , , 1 3/4•x 6 1/4%0.035'THICK Min.j 6`O.C. r 1 L{$E a (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 1.373" CANT.GALV.STEEL TRACK CHANN0. 43G 43a , ,„� INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF aL zso'. �- .DSD" g ASTM A-653 OWE 40 Nin. W (2)I#6 FA2"NEOTEX TO Sn10S i 6.O.C. CENTERMATE. n,�_•- �� I (21#6:EXT TER SCREWS ON 1 I R&EXTERIOR FACE 1/4`$-20 THREADS BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43G u C 72 CENTERMATE 21 APPLICATION WITH BLADE t(� PRODUCTS FAB-L HD ' i /� C REQUIRED MINIMUM w VAS21E'S`v 43b COMPONENTS s'x t 1/2"x O.D35"THICK 6" O.C. Mtn.ASTM A-653 GRADE 40 :.�:"2�v� �'%;-... Mtn.G-6o cALv.s1EEL ! MS WALL HEADER/SILL INSTALLATION METAL SNDS AT i6`O.C. EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" •..••.•..:.; (TYP.TOP.&BOTTOM} n v - 1.3/4"x 6 1/4`x 0.035•THICK Min. - _ .. EXISTING GLASS _ _ _ -._.__-..---.- - - _ ONT. V. GAL STEEL TRACK CHANNEL, .,.: .:..,...,•_.:..:';.:..:.y..... ,�.. _ _ - A-653 GRADE 40 Min.G-6 •.'„- FASTENED TO STUDS ...,... ,:. :t...` i 1 ;., : SYMMETRYGAL i ,:..;;: W 2 6x1 2”7EK SC <'�I I�=:�-� .� .SY M , REWS ON i -•1 43a 436 430; ,. :,. ' „ 1;:, M ETRYCAL :.:I I ''>...+ .MIN:t SETA iiTloni s.vnRiEs r._I INTERIOR / 1 t , , ,.: , , h EXTERIOR FACE L;'-.'1 I;...:'.::.,.,._r.,:., .0 :.:.. I ,......... .. .•..I I`.; CENTERMATES Wj:.;.,I j° ::; " >=''I I i;CENTERMATES WJ :1 ,;••`;;.;'}. TO GLASS „ 2 : 1 _I I,,.:..::.,•• ,.•:.: ,•: ,... . (SEE SCHEDULE? Max,';"• :c-: .., +,. EXTERIOR ACCESS SIDE: ,°:::::' i3:::"1 '.;:INTERIOR ACCESS SIDE ;'� ',,.`:`""; :.r: l ! 4 --------- ( q kM ASAIM 8• ') W/IINSDDEE LORC. �fi NEW/OUTSIDE LDCic(�'..o lLq IN 4 ---------- TO ---- --------------------- 12 1 21 _- 21 )42 � 2 + 21 + 21 1 LOCAL DAT 12 r + HEADER/SILL ENDS -- --------- — --------- - -__—_ ___— -- ------------ ---- - VIEW Y 4 1 (1111) 6 1/2'(Typ) 7` 3 (6"Min.) 24 SIDE CONNECTION TO TRACK (Cont.) 7" 6 1/2'MAX, SLACK ---•- HVB DE SLACK -DEJAIL HVF }i,_c .p, Q I BUILD& CODE High Velocity Hurricane Zane .............✓�••;' 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM . . . , Accordion Shutter System Kv. l #1 w/a;W/0 RV WINDOW RADE AmerlGan Thutter Systems Stems TICCIREV-N- DESCRIPTION DATE DRAWN BY: Ml T TESTING & ENGINEERING COMPANY 36111.St,Sto.305,VIRGINIA GWENS,FLORET 331 Association. Inc. 1 OLD 11-193 /10/1 GATE. 04/10/15 4268 West Road9 Drive DRAWING No Phone (305)871-1530.Fox (305)871»1531 2 [p� A a-mail:fRtoca6aot.corrl West Palm Beach, FL 33407 ��A'•S'S+IDN , EB-0006710 Phone; (800)432-2204 . Fax: (561)209-8380 3 15-080 WINGNo F WALTER A TILLR Jr.P.E, 4 P.E.5EAL/81GNAWffE/DAT'E FLORIDA Ua.#44167 s SHEET 6 20 OF 20