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HomeMy WebLinkAboutProduct Approval '7/2QI2015 E Florida Building Code Online .71: t• c 1 i s y{ a � 1 f i `f r�i�at�.�el, l �i�lOf BCIS Home Log In User Registration ) ub VS�IrF+�'ia'r99]! Stats @Facts Publications FBG Staff SCIS Site Map '• Links Search j Busines(I" Profess!� 1 Product ER:Pub Approval USER:Public User Regulation Product Aooroval Menu>Product or Aooliation Search>Aoolication List>Application Detail c; 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 (S61) 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 4 Validation Checklist-Hardcopy Received Certificate of Independence FLIB50 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 7/2912045 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 I FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 P10 II A.S.S.A. INC. drawing DRWG.15-081.vdf 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,E)d positive ASO 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 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 FLIB50 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 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 pheets 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 11 A.S.S.A. INC, Drawing DRWG.15-080.i)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports -080,12df Other: Large missile level"D". Max. span Is 16'-0"and FL1850 R10 AEA .,S. A.INC, P.E.R DRWG.15 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 8'-0"for 110 psf.for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Contact Us 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-187-1824 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-mall 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 dick here. Product Approval Accepts: httDs:lhqww.loridabuildina.orcVr)r/Dr aDo dfl.asr)x?Daram=wGEVXQwtDcsg%2P/n2ftCOhnlQnpl.c;hnfnrfr[Rr)Pfr-TFnHnI MrAnN0In0n0/.qr10/^'-"i WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 PRODUCT EVALUAMN 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 W1 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 I1) # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61IG20-3, 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 limitations and conditions. 2. EM ENCE SUBM9TTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.®.):_ 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 411, ` ILLI119f ff ,dowing is an integral �Qp part of this Evaluation Report. 4�len° °a 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-Phone;(305 � �L . `ax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.15-0415.02 2 2-.2. TEST REPORTS: For HV Blade I 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 03104/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11 CM-233, dated 0304/2011 signed and sealed by Frank E. Crate 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 12114/07, 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 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 7117108, addressed to Eastern Metal Supply Inc. to i approved # 9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) propertip.0 -64" o 4' i { a tom_ �v ,�1 PRODUCT EVALUATION REPORT NO.15-0415.07, 3 2.3. STRUCTURAL ENG5NEERING CALCULATIONS: i 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, Gctorber 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE OMPACT 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 1 and HV blade I qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996(for Blade 1A). 4. WHO 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.E.D.), Drawing No. 15-080 at detail "M" on Sheet 7 (for Key-stone 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 1 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.E.D.), drawing No.15-080. The HV Blade Working in Unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing Mo. 15-080 6. MATEMAL CHARACTERiSMS AND SPEURCATOONS.". 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�,jjy�049 No. 15-080 TILL g A. PROM=EVALUATION nPORT NO.15-0415.02 4 7. LIMITATIONS AND COMMONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet I of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY ZONES as defined on section 1620.2 of the Florida Building Code. ti 7.3. Product shall only be installed into poured concrete, concrete block, wood frarnostructures, 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). <40 $ GENERAL NOTES 1.BERM H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EYALUATION DOCUMENT(P.E.D.)14AS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTAU.ED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONINTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE mENnQNEG CODE,FOR A 13ASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR 1<4-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.Dj DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. AREA 1- HV 13LADES(1) IN ORDER To VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL ELF FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (ASA)DESIGN PRESSURE'RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20.. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER M VERIFY THAT ANCHORS ON THIS PE.G.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS= USED IN THEIR ANALYSIS-BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE miGuE wpAcr 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(D#0214.01-03. J0715.01-03,1)1004.01-05,41214.01-05, 90317.02 06.#0609.01-10 AND 10210.01-11 AS PER TAS 201,TAS 202 AND TAS 263 PROTOCOLS &#1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2w HV BLADE(J)AND HV WINDOW BLADE -HV WINDOW BLADE 0 J0505.011-08 AS TAS 201, 202&2C3 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) TYPICAL,SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2.HV BLADE @ AND W WINDOW BLADE & ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET'6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 Z.BERTHA H.Y.ACCORDION FINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X2.75 AND 111 1011.75 RESPECTIVELY.410-HT MINIMUM CENTET!MATE DETAILS W SHEET 8 SERIES STAINLESS STEEL SCREWS VIRH 135.0 ksT YIELD STRENGTH AND ISO III TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIEUD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS W SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W 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 6053-TS ALLOY IS 31.7 WI AND 35.7 k.1 END CONNECTION DErfijLs 1-6,CONCRETE/BLOCKSHEET 10 FOR 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 S.ALL SCREWS TO BE STAINLESS MEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MN,,YIELD STRENGTH AND 90 k.)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 ASI 304 OR 316 SERIES STAINLESS STEEL.WITH 35 Ike,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 W BLADE(E)&0 WORKING IN UNISON: 12, 73& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.THIS BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT J6'779,582 COMPONENTS Or THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT JW458,179 ISSUED TO END CONNECTION DETAILS 7-12&X.WOOD SHEET IS EASTERN METAL SUPPLY,INC. 9.IT SI-LAIJ.BE THE RESPONSISERY-OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAQLJZ ALL SHUTTER COMPONENT EDGES WHICHIREMAIN,IHAU FASTENING IN CONTINUOUS CONTACT-WffH'THE BUILDING TO PREVENT NAND/RAW INTRUSION. AREA 1- HV WINDOW BLADE R 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 RV 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 LOCKTION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 Or FLORIDA BUILDING CODE-ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. ------ AREA 4:-. W WINDOW BLADE ni 'ONLY 12,BERTHA H.V,ACCORDION SHUTTER SYSTEM'S INSTALLATION SHAM COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS P ROODED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD 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-,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY 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 PE.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MWS. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS'SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(C.OR.)FOR THE PROJECT AND WHO WAJL BE RESPONSIBLE FOR THE PROPER USE OF THP.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE RED.ENGINEER SHALL suemrr TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL PE.M SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or RECORD THAT PREPARED IT. -,,,cx AL T11'f FLORI)A BUILDING CODE(High Uelocity Nurricane Zone, ............ 2016 EASTERN MET4 SUPPLY,INC. EMERTHA HVTm A4 Accordion Shutter System /T LUE C a KV.BLADE#1 W/OR W/O RV. WINDOW BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY. m. Association, Inc. I OLD 11-193 34/10/15 DATE: 04/10/I5 TILUT TESTING & ENGINEERING COMPANY N.W.:'.St,St..305,VIRGINIA GARDENS.FLORDA 3316f .R.g • Phone :(.1505)871-1530.Fax�(305)871-1531 4268 WesL Roads Dewe 2 - DRAWING No -;I:Ute..G-Lorn West Palm Beach, FL 33407 3 ONAL EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 -4 15-080 1. WALTER A.TILUrr J,.PE P.E.S SIdR4ZRE/DATE FLORIDA U..f 44167 5 SHEET 8 1 OF 20 3Y FOR 81NO GIME® e� VARIES 1.918• 11 0901" 7s. a Mm 0 0•?y o � d.454' .09 7 4.371 a�4" 4.385' 459 SFS• 48570 999° J .376' O5 HV 9A'/18A' STARTER 1 HV SOLID BLADE 3�HV UNIVERSAL FLOATER m' QUALIFIED FORUSE W/ COVERED UNDER US PATENT # 5458179 QUALIFIEP FOR USE W/ HV BLADE 1Q � 60 L .HV DIRECT MOUNT BLADE 9A HV WINDOW BLADED 6005-T5 ALLOY AND TEMPER QUALIFIED FOR UE W/ HV 63-Tfi ALLOY AND TEMPER BLADE 1 .373!. *SEE LIMITATIONS OF USE OF BLADE (0 ON SHEET 19 6063-T6 ALLOY AIR TEMPER 124' 6063-T6 ALLOY AND TEMPER 3.226` 1.500' 065` ?o�p 7p• ya' 2.670°67 (T7P.) J " .994' 1.000" n 3M22211' 556' 072 8424.697' .615° .092" HV ADJ. ADAPTER W/LIPa.a3s' 12 0.072" .920 QUALIFIED FOR USE W/ HV 8 HV WALK-OVER TRACK BLADE 1 0 HV TRENCH TRACK 55' 3.750' O QUALIFIED FOR USE W/ M/ ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR ON . HV ® HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A ❑ TEMPER BLADE 1 ONLY. BLADEQI 6063-TS AND TEMPER QUALIFIED FOR UE W/ HV 6063-T6 ALLOY AND TEMPER VARIES 1.936' BLADE 1 w1" 1.915" VARIES 1 836• 6063-T6 ALLOY A D TEMPER ox. ax 1917'. C .083• m .083' `F .093'' 083• 083• .093° m .125' 100• o .050- x < .093° .093'°o .060• 67, n .060" .060" • 214 u hep. 1670� 1.686• 0 670 3.53.529"• 70 0' 1 HV HEADER.SILL 3 9 9 HV CEILING HEADER ® - / � 13 'HD CEII..iNG HEADER�SILL� Q UFlED FOR USE W/ HV BLADE(l)ONLY. QUALIFIED FOR TUSE W AND QLADEROONLY QUALIFIED FOR USE W/ HV BLADE 1O 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. OUALIIED BLADE R USEONLW/ HV 6063-76 ALLOY AND-TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 X Y t MPL XMRYMKt 1' 1 t' o.osz° Q 2" 5'MAX. 1/8" 1/8° 2' 2° 0.125' 3" 3' 0.090" 16 2` 5"MAX. 0.192" 0.192" ==4 10 1� SIDE ANGLES (@CORNER POSTS 19 QUALIFIED FOR USE W/ HV ALUMINUM ANG ES 2.5" 7"MAX. 0.190" 0.190' BLADE Qi QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE D ONLY, ® 2' 5"MAX. 0.139" 0.131" BLADEC 'I �p 6063-T6 ALLOY AND TEMPEi 6063-T6 ALLOY AND TEMPER p ILD G C D I>fI h Velocity flUfflCpnB Zone Ij60/I/ /i4dio op ©2015 EASfERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System r - TOE c6 ... . [a o © KV. FADE#1 W/OR%0 H V.1MNDUdJ BLAS g L � �Y LL TILLIT-TESTING ENGINEERING COMPANY American Shutter Systems REY.No OLDDES11-19 DATE DRAWN[1Y: 10 ST OF �` Associatlon, Inc. 1 OD 11-793 4/10/15 GATE 04/10/16 6753 N.W.J6th.6L,SU.309,VIRGINIA CAROENS,FLORIDA 0376 4268 West Roods Drive z DRAWING No '+�° Phone:(J05)871-1530:Fax:(305)871-1531 West P01m Beach, FL 33407 7 =s •.,,, c` 6-mgil:tilta..9.0- q 0 s�®���,F`� WALTER A TLLR1Jr.P.E Phone: (800)432-2204 Fax: (561)209-8380 4 1 5-VCIO P.E.'ZL/SIGNATURE/DATE FLORIDA G�p 44167 6 2 SHEET F 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/6-fl HV O, HV 11/-y 41 -- 12"TOIBLADE T PCE 625" (D HV BLADE 1 40 GE ND -1875'1� HV BLADE 1A FN WINDOW BLADE .0625"/�'� BLADES�HHV LONG RECESSED NYLON BUSHING o� KNUCKLE 0625 .1 050625' Yr ��0 HV SHORT RECESSED NYLON BUSHING 3 ® HV NYLON HAT WASHER �OR ® NEC) FLAT PORTION In on 81.7,%/ 37s0' 1 .n 41 HV WHEEL CARRIAGE AISI 302-303 SERIES I I 4 40 //m2 50" x 0.870"x3/16" THICK NYLON WHEEL. 3 i I a 2 7/8"MIN. HV WINDOW 315'0 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 x EXTERIOR o o BLADE ON G 3/RS uirmox r-v ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 47�" 47s m 2 1/4" Fx FRioRDE wAnoN ® POLYCARBONATE IMPACT RESJSTANT HV WINDOW ;�, i' �� BETWEEN TYPICAL HV WINDOW BLADE i�P AND OR ® '� 4 or n ' 39 �i ! 3EPOLYCARBONATE HV WINDOW DETAIL ( 3 N.T.S. 1 REOu©ENTS)® OOR ® I *POLYCARBONATE IMPACT RESISTANT HV WINDOW e I I BAYER MAKROLON 3103 POLYCAR90NA7E RESINS, UV-STABILIZED GRADE OR SABIC HV PIN REQUIREMENTS AT EXTERIOR BLAI)E KNUCKLE FOR Y I 1TO BILADE B ME INNOVATIVE PLASTIC LEXAN 103 RESIN 1 ! (SEE NOTE I" ON SHEET 19). :rt i l i (1)OR G i t o¢� (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 9Q OR I POLYCARBONATE SOURCES FOR It EXTERIOR HV BLADE. TYPICAL SHUTTER ASSEMBLY ! "'P"D T TPICAL PROPERTIES STANDAw sic wvmn: N.T.S. NV PIN 42 OR 43 AT REFERENCE tl10°64/'®� ,owl lm� (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT Ex 1OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 00,324' BLADE'S KNUCKLE. iF GRAmtt ASTM D792 9.O4 roM' 0.0431b/In BLADE WHEN CORRESPONDING TO INSTALLATION "li", SHEET 7. (SEE NOTE FOR _ .p.1 ^r ® 3 REQUIREMENTS) TENSRE YIE1D STRENGTH ASfM 0038 9,600 pai 9,500 paJ. TMP• FLDOIRAL STRENGTH AT YIELD ASM D790 12.500 P41. 13,400 poA. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 I F1EUM MODULUS ASW U79D 349,000 px.L 345,000 p.'sT. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j ° 1HE=. SHEET O NDICHO)ROD ASM D256 15 FT-Ib,4. 17 Fr-Ib/R FlRE INIRNIND CHARACTER=CC5• WHEEL CARRIAGE DETAIL SMOKE DET SRY AV"DPP 47.2 9 844 S. N.T.S- N.REMBLY LAYOUT RATE OF 5URNINO ASM 0036 C-1 CUSS C-1 CLASS N. SELF ICNMON AM D1929 1040'F 980'F VVEMERIMO: ASTM 6155 TENSILE SIRENGM AFTER WEARIERINO ASM 638 9302 p...L 8640 Pat nHV BLADE SOLID 8c FIV WINDOW BLADE DETAILS TENSILE STRESS BEFORE MffiERM ASTM 630 "at P.I. 8900 pa3. N.T.S. FLORIDAMILDING QODE(High Velocity Hurricane Zone 914 P • r�©7 2015 S [SEAASTTERN METAL�S/U7PPLY. INC. 0,0�' IMM ` '•�,+GE �{`'• v9 a E W A H V TM a pp Accordion Shutter Systems H.V. BLADE 91 W/OR W/0 H.V.VANDOW BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN ft M.L. =�0:••• 3tA7�OF yTILLIT� 3TESTING .303,ENGINEERING COMPANY Association. Inc. 1 OLD 11-193 4/10/1 DATE: 04/10/15 ' 9475 N.W.36tM1.SL,Ste. VIRGINIA GV70FN5,FLORIDA 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING No S•''•..... �� 11 a-mall:tiltaco®aol.com West Palm Beach, FL 33407 3 •1 =�s��fVAI WALTER 0.nLLT19r.P.E. Phone: (800)432-2204. Fax- (561)209-8380 4 p —o�® P.E sFALJsIfNdAWR[/dATE FLORIDA Lia!44167 s SHEET 6 ASI 20 -NOTES ON Hy LOCKS AND CENTERMATES 1. MANDAITDTrL CONDITION ONE W LOCK(&or @ SHALL SE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE ORBpCW 2 OF SHUTTER SPAN FOR SPANS UP To 105",AND FOR INsTAuAnCNs AT ANY ELEVATION.W LOCK(U or 9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO l2j OR @ CENTERMATES W/(2) f/42020 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON T 'Y SHUTTER ELEVATION.I n n 1 2. LIMITED MANDATORY C N MON � TWO HV LOCKS •OR OR ONE HV LOCK OR W1 TWO AT TOP . BOTTOM SHALL BE SEE A1 0 AT ANY ELEVATION.� lWiV LOCK OR @ SHALL BE ATTACHED TO fl)OR CENTERMATES W1 SAME SPECIFICATIONS AS PER MANDATORY CONDITION #I.LOC ON OF LOCK7LOCKS AS APPLICABLE F SHAI I BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. Da-wo C ITTY PURPOSES. UP TO TWO W 'KS R MAY IF DESIRED, FOR BETTER PERFORMAN E OR FOR SECUP OR MAY BE USED ASEAN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO GENTERMATES(9) OR SHALL BE AS INDICATED ON NOTE(1) ABOVE OR 5 OR9 96(w LOCATION .,&N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IVAIJ'Hv,IF 0 0' MAUME LOC 0 RODS ARE NOT REQUIRED ATJURRICANE POSITION, BUT MAY B>uBE: USED IF DESIRED TO ENHANCE SHUTTER PE MANCE. LO OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). LLU IH T� NIAT 5. MANDATORY CONDITION 42* ONE HV LOCK®°1@ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN of R AND INSTALLATIONS AT ANY ELEVATION. HV LOCKor @ SRkU_13F USED AS AN OUTSIDE OR INSIDE LOCK, - ATTAcHED.To n CORNER cEmTERmATE w/(2) 1140-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. C) MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEMER SHOWN ON SHEET 12- 6. EIW NUEMM 70 MAN12ATOW P 1 VALID ONLY FOR HV_=K v 9NDITION %%/SYMMETRIrAL k LOCK 66 11-1 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV R ANY SPAN AND 14 or 0 FOR %'Rl-IONS AT ANY ELEVATION.AL RNATE LOCK @ MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4 X �0-20x3/+*S .THUMBSCREW To C OR @ CENTERMATES SHALL BE MADE'W/1/4'0-20x3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 113 OF,SHUTTER SPAN. 7. MANDMRY CONDITION IM EDE KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK @ or @ or @ SHALL BE SEE END USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE O$BELOW 1/2 OF SHVIIIER SPAN FOR SPANS UP CONNECTION kv TO 66,AND FOR INSTALLATIONS AT ANY ELEVATION. '14V LOOK @ VEIAILS ON dr or®MAY-BE USED As AN INSIDE OR -Es ) 1/4"-20 . 1/27 LONG FLAT HEAD S.S. SHEETS 10& OUTSIDE LOCK, ATTACHED To 0 or @ SYMMETRICAL cENTERmxT W 2 18 TYP.FULL it M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(5 W/0 HEIGHT. OF CORNER OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. CENTERMATE *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. =ND ALTERNATE ­—­­-­ - VAUD ONLY FOR HV 'r"I gg AND CENIENM 4D AND & ONE ALTERNATE H KS'r*LOOK MAY BE INSTALLED IN LIEU OF HV LOC0 OR FOR ANY SPAN AND ALLATION AT ANY ELEVATION. LOCK AY BE USED AS AN INSIDE OR OURDE LOCK.ATTACHMENT OF LOCK(D INCLUDES USING REINFORCING LOCKER ld,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND @ W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8*0 x 3/32' WINGNUT OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/+"0x 5/8' RrVNUT. LOCK MAY BE 1113�AL%AJAMIDEIPAN OR 10 mAximl Im Agayr AND gFj Ow mipspAN I ISE pF Two I r RODS A TOP ANT)MTO!M ISND ORY. *NOTES ONS LOCKS & CENTERMATES: 1. No Lm CM (b OR(9 W/(9 : ONE ALTERNATE HD LOCK G3 MAYBE USED IN LIEU OF TYPICAL In HV BLADE SHUTTER ELEVATION W.LOCKS(�f OR 15 9k ANY SPAN AND INSTALLATIONS AT ANY ELEVATION_ALTERNATE HD LOCK @ MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOOK(�TO IS W/3#8 x 318'E.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(a AS SHOWN ON SECTIONS HDB-HV AND DC-HVC, SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ 15 COMPLETELY OPTIONAL A-Tit/ G—ORIDA BUILDING CODE(Higi N�qw, N> 0 2015 EASTERN METAL SUPPLY.INC. x* Ew %% [BERTIMA NUT. Accordion Shutter System Z mrk c a iej,. AmSmSEAM .14.V. RAM#1 W OR W/O KV.!"ENDOW MADE OF TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems pEr.N. DESCRIFDON DATE DRAWN En I,LL Association. Inc. I OLD 11-103 34/110/14 DAM 04/10/15 % 4a =5 N.W.3M.$t.,St�,305,IARGINLA GARDENS,FLORIDA 3316 ...... • Phone 305)87t-1530.Fox:(.306)871-1531 4265 West Roads Drive 2 DRAWING No 0­01;tiftocoadol.-M West Palm Beach, FL 33407 3 EB-0006719 Rhone; (800)02-2204 . Fax: (561)209-8380 4 15-08 WALTER A. 0 11LUT J_RE, P.E.S SIGN RE/DATE FLORIDA U..#44167 5 SHEET 6 5 OF 20 P4EQUIRE'D POURED POURED REQUIRED REQUIRED CONCRETE CONCRETE--, CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS S CONCRETE ANCHORS SEE SCHEDULE ON (SEE SCHEDULES ON W/1/4"-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) SHEETS 13& 14A) NUTS ® 12"O.C. 1" ----- 12 OR 1 4 Min. 1/4"0-20x3/4"S.S. Min. 17 oft 18 EQ EQ MACHINE SCREWS EQ Eq USING 1/4"-20 NUTS 19 2" ® 12"O.C. .250"Max. -- -- 13 OR 15 13R 150 - __ .250"Max. vE.D -r .iL ' i iI OPTIONAL I I �''I IOPTIONAL I I I I I MIN.SEPARATION ' ' ®� I i JI MIN. SEPARATION TO CLASS ON IXIS ING1pODA1 OR (SEE ON SHEET 19 FOR MIN.SEPARATION SHEET 11) a I 1 t IXGBLADEQQ TO GLASS I GLASS ASSi (SEE SCHEDULE ON I I G�� SHEET 11) ' 1 ©HV WALL HEADER INSTALLATION �A HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION .EXISTING IXISUNG GLASS i MIK SEPPRATION I I O GLASSY I MIN.SEPARATION I TO GLASSSEE iii I I 1 OR 1 I I ExisnNG TO GLASS . SCHEDULE ONSHEET ' ( i II I I 1 GLASS (SEE SCHEDULE ON �J ra, MIN.SEPARATION I I SHEET 11) 171 FOR ET/'19 QNJD i % ' ' ll FOR I TO GLASS OLAD�EQg�! I (SEE SCHEDULE O ' Ii i •\ i SHEET 11) i I I OPTIONAL 1/4" OPTIONALE DS i i i i .113 OR 15EQ Q t/ 3 aft i 5-- 12 OR 14 --- 1/4"0-20x3/4•S.S. Min. EO PHILLIPS TRUSS HEAD 1/4"d-20x3/4"S.S.PHIWPS NCRETE ANCHORS17 DR1SMACHINE SCREWS USINGCONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS SEESCHEDULES ON 1" 1/4"-20 NUTS o 12"O.C. (SEE SCHEDULES ONW/1/4'-20 Nlf(S® 72.O.C. POURED CONCRETE Min. SHEETS 13&14A) OR CONCRETE BLOCK SHEETS 13&14A) OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULES ON ®HV WALL SILL INSTALLATIOM POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED ® HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS; INSTALLATION DETAILS W 1-SEE SHEEP 4 FOR TYPICAL SHUTTER E* D. =EDGE DISTANCE ASSEMBLY {SEE SPECIFICATIONS ON SHEET 13) O SEE LIMITATIONS Of USE FOR g LA D E 2-MOUNTING SECTIONS CAN BE COMBINED BLADE to ON SHEET 19 10 HV IN ANY WAY TO SUR ANY INSTALLATION. ///Oleo o�PI 0 p G High VelocityHurricane Zone o n �� '•Csl p @ 2015 EASTERN /��AMETAL {�SUPPLY, INC. JG6T9V� ••. RERIT '8A IJZI�?/TM • e 8� �C� � �I�,c. o o ® ® Accordion Shutter System Q H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE / ;" •� American Shuffer Systems REV-Na DESCRIPTION DATE DRAWN BY: N.L. A TILLIT TESTING 6c ENGINEERING COMPANY u /�••••., �' 0[`.:" , 8355 N.W.36th.St,St".305,VIROINV GARDENS,FLOMDA 3316 Association, Inc. 1 OLE)11-193 4/10/1 DATE 04/10/15 _ Phone:(305)P71-1530.Fax: (305)871-1531 4268 West Roads Drive 2 p(� 1��T�\GT. tt o-mall:tiltoco®aol.com West Palm Beach, FL 33407 3 DRAWING No `•'�V Slom ,tFr• EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 �r, WALTER A.TILLIT Jr.P.E P.E.SEAL�SI6NATURE/DATE FLORIDA Uc.P 44167 5 SHEET- 6 6 OF 20 POURED CONCRETE ANCHORS aN I r i O v CONCRETE (SEE SCHEDULE ON SHEET 13) I sPPt�n I 1 OR EQUIRDU •tI V1 D• j 5—^ rI >SAEDGE OF it at SUB IF L9U9 K SCREWS iIIICiS_NSEFEAr WI)APPLICABLE EXISTING ( ZEN . MIN10SacuW_st0.sT10 NEXII (seE ScxE =o ALGiS CHOR '70x3/4"HEX SHEET 11) I LOCATION WASHER HEAD TE 1 oR13aR 3/8 MR 12" i O,C. ISTING r N i 3/e MI. CONCRETE ANCHORS j rr IXGLASS rr 7 r (SEE SCHEDULE ON I 8 I SHEET 13) XT571NG I I I r I I E I E EDGE OF G1ASS--r i I EDGE OF I 1 2_ t r i EDGE OF i IAB IF i / ' 1 EDLAB F SLAB APPUCADI LE APPLICABLE r m SEPAMON ( i i APPUCABLE E. E.Q. cv oN sa I APPLICABLE 11at h7AElo iii i q'l,p POURED 0 T j OR RCONCRETE ( POURED y t aA+� I I i REQUIRED E D. D*—•-1 REQUIRED FIAT HEAD CONCRETE ANCHORS POURD FLAT HEAD CONCRETE ANCHORS ONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) CCS NV CEILING INSTALLATION (ISD BY TLOOR iNSTALLATION t ©HV WALK--OVER INSTALLATION. 11 INCH INSTALLATION UD ONLY FOR UP M'+70, -75 PSF A.S.D, DESIGN PRESSURE RATING&FOR SPANS PER r SCHEDULE§4,SHEET 11 I UIN.S S M r 11 i n j 'CONCRETE ANCHORS < s7IEauEs i I i EXISTING i••�-�— (SEE SCHEDULES ON EXISTING I sxEtT 11) r :9 GLASS—i MIN. SEPARATION 11 i i SHEETS 14&14A) GLASS—? ' I TO GLASS i IXISTING _ EXISTING E p .~�- r (SEE SCHEDULE O I a T 1 1 G ISTINGGLASS-T NIM.SEPARATION L nc� MIN.SEPARATION i TO GLASS ' I i SHEET 11) i ( TO GIASS i i �scxEa / / ON SHM 11) tJ4" (SEE SCHEDULE b 1, 1/4V Nutt THRF�.wFaWM 01 � SHEET 11) TECHNOLOGY OR 1/419 I M7/4" FRS 't t , r I FASTENERS TAPPER+ANCHORS W/ MAX. 10x/ r i li i1 III I I ' � r i 3 OR 15 t 1 3 4'HEX I 1 3/4-NN. 6'ELIZIMMENT a 6- I 1 I I i i O.Q FOR UP TO -0`SPAN AND • t W M[K, 1 1 WASHER HEAD I 4`D.C.FOR SPANS LARGER THAN 14x3/4" HEX HERO i 7 8" TEK SCREWS I e'-o"UP TO e•-0`MVC APPLY I. TEIS SCREWS 9"O.C. a 12"-O.C. i I I I SFALAIV AT EVERY FASTENER HEAD I I' III OYPJ(SEE NOTE 1t ON SHEET 11 OR 1/4"0-20 S,S. MS, i' CONCRETE ANCHORS _^- 8 +(7`} 3/e $14x3/4"S.D.S. 1 8" FOR UUMVIONS) s 3f8 ' SEE SCHDULE ON ; 1 �.! 0 9'•0.C, i CONI MAX, W/NUT®9"O.C. ( SEnuNt'- r SHEEr 14) -- Max. 1/2" 1/4"0-20x3/4•'59 MS :.7 � USING 1J410-20 NUTS 1 7 8" CONCRETE ANCHORS 14x3/4"F.H.S.D.S. 'y�" "' _ a 12"O.O. .D SEE NOTE 13(b) E,% "O C. .•: POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 •.� '•' EXISTING NON STRUCTURAL .0 OR CONCRETE BLOCK SHEETS 13& 14A) EE NOTE 13(b) '•' 2.00"MIN. WAU.TRIM(DECORATNE REQUIRED POURED CONCRETE ON SHEET i • '• ,:••1»,^ E.D, SILL) OPTIONAL POURED EDGE OF I( a{�/_WALL FLOOR OR CONCRETE BLOCK • CONCRETE SLAB IF Q II`1STALL®TION REQUIRED �• a• POURED CONCRETE REQUIRED APPLICABLE �% REauRER OPV RAINGUARD INSTALLATION t © HV-WALL WALK=OVER INSTALLATION am- ®IC�STONE MORNTING INSTAL TIO 1 NOTE FOR COMD{NATi0 OF SECTIONS MAXIMUM AS.D.DESIGN PRES5URE+64,-72 pAf �'THIS TNSI'AUATiON SEtALL BE MA WNI SHUTTER SPAN s•-O` * E. D.=EDGE DISTANCE INSTALLATION DETAILS Wl (D HV BLADE 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIRcATIous ON SHEET t3) REMOVABLE WHEN PERFOR6(EO d SEE UM ATIONS OF USE FOR ASSEMBLY ADJACENT TO AN OPERABLE E){Tt' BLADE to ON SHEEP 79 2-MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE IN ANY WAY TO SUIT ANY INSTALLATION, '�_� MRIL (� Iii h Qfe10Cit HUI'fiCOite Zone 9 tit� r'l,.+••"^• ©2015 EASTERN METAL.SUPPLY,INC. ;:��e1SE ''• BERUHA HVTM Accordion Shutter System �1 F9 ®' r H.V. EflA[)E#S W/0R W/O HY.WiNDON BLADE ` �y ° /q• TH11T TESTING & ENGINEERING COMPANY American Shutter Systems REv.NN I DESCRIPTION DATE I DRAWN BY: M.L. A4l 6355 N.W.36th.54,Sb.305,VIRGINIA GARDENS,FLORIDA 3318 ASS6CIG>~IOYt. Inc. t OEB t4-t93 4/10/2 DATE: 0+/10/15 %+p • ••; `• Phane:(305)871-1530.Fax:(305)871-1531 4266 West Roads Drive 2 ..... V e-Mott:tlitecacaoLcom West Palm Beach, FL 33407 3 DRAWING No loo\�`" EB-0006719 -0006719 phone: (600)432-2204 . Fax: (561)209-8360 080 P- tl S'•� WALTER 11LUT Jr.P.E. 4 P.''b'PAF.f£ DthTCIREJDATE FLORIDA LIc.If 44167 6 SHEET 6 7 OF 20 ALTERNATE INSTALLATION W HV 'IT" LOCK 0 HV MALE FEMALE 'IT" L C S CENTER .TES 8 9 & LOCKERS 20 WZ. 1 HV 13LADE m SEE END CONNECTION DETAILS ON SHEETS 10 A A8_ INSTALLATION n HV BLADE OUT r�j EXISTING GLASS W/ HD CENTERt�ATES _.� HO IN i BLADED SLACK DETAIL MINUCATED ON SHEET B, AS WELL AS UNIVERSAL,FLOATING BLADE CD DETAIL HOD-HV0. ®w©•O7 w 6�m 10 a®w INDICATED CN THIS SHEET,MAY BE USED WITH THIS ALTER NA END WALL CONNECTION INSTALIA7KIN DETAIL HVC SNOWN IN 7185 SHEEP. pETAILS ON SHEETS 10 ht 16 ©•.]�.©w©.Ot®w t I ®`®aa®•�mOa 00 ®m z•,z-=t/e'm•-x � t% 35 (B053-Te ALLOT)ADM I I L�. (OPTIONAL) ANGLE w/(s)t/C"rnrcoH i p/9• I my® (OPTIONAL.) — — u:cHORsroCLNGVEtE ---------------- 3 r (LOP/B�M)d: L------------------------------------------------ ---- (4)jfOx1/2'SYS OLYSS TO VIBE i jf OA3/4•S.M.S.O 12• I N (4)H.V. I N (4)H.V. - Aa1L BtyMATDN o.c FULL lET1eHf. 30$HV "T" PINS(TYP.) a s a th- a s (sL�sa¢DBLE AT EACH A71GLE(1YP) O 1 PINS(1YP.J ON.S t) Tj 3 LOCK (INSIDE) ® 5 1 28 29 1 1 1 z 31 OR 32 ® 5 3 OUT 31 oR 32 33 31 OR 32 31 OR 32 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35 OUT (OPTIONAL) IiOC-HVC SEE NOTE B FOR HV LOCH, W/ 7/8"0 x 3/32" WINGNUT. (aPnoNa.) IDB-HVB -r LOCKI ON SHEET 5. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES (OHV "T" LOCK (OUTSIDE) LOCK (EXTERIOR) W/ ` LOCK (INTERIOR) I SERIES•9444ALUMINUM HVG'x (2024-T3 ALLDY)LARGE FLANGE THEN SHEET NUTSERT,PART/0820, l0i®w®•®w©`®On AS MANUFACTURED Bt•AVDEL CHERRY TDOWN,PARSIPPERY.NEW JERSEY ©•OO 07034 OR EQUAL ♦®m�•�w©e®w a*®wO•®mp•OwsO - ------------ O- ----- --- - 3 Q tk SEE Hens ON LHG RODS©t HB®LOCKS ON SHEET 8 1 _/{V *• UHWEI L r1A47Wo BWE©OETNL HDO-IND 6 VAUD F09 ALL CENTEIVIK ES lJZCADONS YOM U HI)D—HVD'' FLOATING'STACK II Irirrr>eeiii. e ail R A TIERLD R I CQUE(High Velocity Hurricane Zone ©2015 EASTERN MEFAL SUPPLY,INC. :•vcEws�' ��' BERT A H TM 9 B� ® � Lid ®�©�o Accordion Shutter System ,4< H V. BADE#1 W/OR W/0 KV.WINDOW BLADE a )F American Shutter Systems REV.NO DESCRIPTION DATE DRAWN BY. M.L. a�O '`-Q TILUT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-193 yta/1 DATE: 04/10/15 (onj .•'��/� Bass N.W.30th.St.,Ste.303.VIRGINIA GARDENS,FLORIDA 3310 4ysa West Roads Drive z DRAWING No Phone:(305)871-1530.Fax:(305)871-1531 West Palm Beach, FL 33407 c-ma0006®DDi.com 3 -^; AI�1�.-� e-ooae719 Phone: (800)432-2204 Fax: (561)209-6380 4 �I���Vo E .- .. WALTER A.TILUT Jr.P.E. 5 SHEET P.E.SEAL/SIGNATURE/DATE FLORIDA U.&44167 6 9 OF 20 POURED CONCRETE POURED QONCRETE OUREO CONCRETE POURED CONCRETE OR OR CONCRETE OR CONQR OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS IXISTING GLASS IXIS TING GLASS MIN CONCRETE ANCHOE —EXISTING CLASS ® 16'O � TO GLASS SEE — 1° 7 MIN.SEPARATION MIN.SEPARATION KN.SEPARATION MIN.SEPARATION 11 FOR ULE ONSHEETTO GLASS(SEE i i TO GLASS(SEE E GLASS(SEE 1, FOR ET 19 FZD SCHEDULE ON SHEET i SCHEDULE ON SHEET SC,FPR MADE:(E)AND 1/16'x3" MAX.—` � �BLADES(1)&� 11 FOR SLADE�AND 1 tl FOR BLADE OAND ON SHEO 19 FOR (6063-TG) CONT. ON SHEET 19 FOR 1/2" ON SHEET 18 FOR HADES & ALUM.CLOSER ` BLADES Q 84(D BLADES(Dl& FlLOCATE ATTHER SSDE� PLATE. (LOCATE 1/2 T� OF 5U) AT EITHER SIDE MIN - 1/2" MIN. OF®) I WUSE 1'OR 2"MAX. I. 80x1/2"S.M.S. _—_— (AS APPLJCABLE)x2'x1/8"x0'-2" #10x1/2"S.M.S. 3— Z10 —_—_ ® 16°O.C. I _— ALUMINUM CLIP ANGLE 1 ® 16•D.C. - - 4 (6063-T6 ALLOY)AT MIDHFIGHT (1) #10x1/2'S.M.S.TO®& 4, ` (2)1/4"0 TAPCONS ANCHORS TO 5 SEE DETAIL X F.0 jOR ®• EITHER SIDE OF(D)(LOCATE AT 0R �• SIDE CONNECTION 1 0R ®° SEE DETAIL X FOR 1 OR ®• TO TRACKS � SEE DETAII.X FO 4 SIDE CONNECTION 1.0 SIDE CONNECRON©v6.0v8 v10• v v m 6.0m 8 m0•®v •®m©.©m •©us TO TRACKS 10.0• . ©.®m .©v •©v®`0`®m 6.0.©m©.0•®m ©.0.©°©.0.®m ©•0`©°"©.oa®°" �jy.®°^1 •(�S mQ.©�°" ©•®v l®•®m®•®v ©.�m�•®°"®"®°` Q.®°"�.�mO.�°` O.�m®.®m�•�m0"�'® Ow®°°�.®ml®.®mU9 v,©a® ®•®«� ®m®•OmOmO ® ®•®m0•®m19*®mOm� ® END CONNECTION DETAIL END CO NECTION D AIL(D END CONNECTION DETAIL® END CONNECTION DETAIL • •F REQUIRED ONLY FOR SPANS.GREATER THAN 121-0' POURED CONCRETE OR EXISTING 4 CONCRETE BLOCK WALL Z�IXISTING GLASS REQUIRED GLASS A} '-`———— MIN.SEPARATION #1 1/2.5.18. IAN.SEPAF{ATION - --__-- TO CLASS(SEE ® 16" .C. TO GLASS(SEE ----- ----- ON SHEET SCHEDULE ON SHEEP B OR®OR�Oft 1SCHEDUI FDR�fR.PDE®❑ CONC E1E 1/2' MIN. 11 FOR BLADE Qpm _ _ © O ON SHEET 19 FOR ANCHOR a 01 SF$E7 19 FOR -_-- _ i OR 3 OR'I OR 1 OR i rCONCRBLADES D&® 12'O.C. BLADES 1O&ECI1 2 MIN. 4 O-C -- - _1 2MINEQ - --- E OR®OROOR 2"MIN. O SEE UM - S OF USE FOR �/ BLADE 1A ON SHEET 28 �OR13OR(qOR(0 VIE 1 5 d @• dOR &N\ 1 OR PLAN OR(j3 X POURED CONCRETE OR ©v®v©•0v8U 10•®a• 10•®m©.®v®•©m END INSTAL TION CONCRETE BLOCK WALL ©•U7 •@4©) 0•IUB"+ REQUIRED 10•®v©•®°�©•©m ©,�,©�©,�,®m •®gyp•®m©•®m 11 HV BLADE OR HV WINDOW BLADE INTO ©.®W�.�mp.®m O•®mom•®m�•�m0 CONCRETE OR CONCRETE I3LOCK WALL. END CONNECTION DETAIL® ® ®m0 ©m�•�mOm�l;�.� O NEXT DE IL© mom'® 0 I 0 Wi h VelocityHurricane Zone � ©2015 EASTERN METAL SUPPLY, INC. V "'�TEEN'4�� BERTHA HVTM rvEN AM O IR b Am l�v. MADE ADE on Shutter System o � •� 87 ' � N. 13l #1 w/OR w/o H.v.1MNIXnN BLADE American Shutter Systems REV.N. DESCRIPTION DATE 'DRAWN BC: M. e d; rA7Z OF TI LIT TESTING do ENGINEERING COMPANY Association, Inc. t OD 11-19334/10/16 /10/1 DATE: 04/10/15 Al 6]55 N.YI.36th.St,Sl.305,VIRGINIA GARDENS•FLORIDA 3318 —`•� Phone (305)871-1530.Fax:(305)871-1531 West P West Roads 33 2 DRAWING No o-maR:tilteco®aol.com West Palm Beach, FL 33407 3 q ^sV0, �i�`��,•'� EB-0006719 Phone: (800)432-2204. Fax: (561)209-8380 4 15-D�0 ice► I• WALTER A TIIJ7r Jr.P.E. P.E.SEZtL TU{dP/dATE FLORIDA U.f 44167 5 SHEEP 6 10 OF 20 HIMULE #1 (1)L+: MAXIMUM ALLOWABLE SPAN FORA MAXIMUM SHUTTtR SPAN*1 L+" OR 'L-' (ft.) MAXIMUM SHUTTER SPAN'S IMUM SHUTTER SPAN*1+- MUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D.DESIGN PRESSURE 4 SEEM REQUIREMENTS , 11 RATING. FOR INSTALLATIONS W $n&E "L+' OR "L-" (ft.) FOR �R L-" (ft.) INSTALLATIONS R "L-" (ft.) INSTALLATIONS L-!MAX.ALLOWABLE SPAN FORA GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO O�j or SYMMETRICAL CENTE3MATES MEMICAL CENTERMAM NEGATIVE A-SO.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN W W, ONE IN W/ 5� & %w/ Two HV HV LOCK 2 or HD LOCK%W/ OR W1 ONE HV LOCKS THE FIRST 30'-0^ ELEVATION OF BUILDING No LOCTor & OR LOCKS OR TWO N1 NO LOCKING SPAN FOR WALL MOUNTINGS OR MEASURED AT BOTTOM OF SHUTTER. NO LOCKI F?OI'1P&;Oq PENTERMATES & ONE W LOCK OR OR (2)PROCEDURE TO DETERMINE MAXIMUM OC 0 S W1 ONE HV LOCK W/ TWO LOOKING RODS OF N 1407CKING OCKING RODS (D TOP/SOTTO DS FLOOR/CEILING: (2) MINIMUM SEPARATION TO CLASS FOR SHUTTERS TOP & BOTTOM 4(SEE NOTES Tjb RODS 0*(SEE NOTES tto J ONE HV LOCK @ OR WD FOR MOUNTING(ID INSTALLED ABOVE 30'-D'ELEVATION OF BUILDING, 2 Ot,(SEE NOTES ttb SHEET 7) GIVEN A POSITIVE A.S.D.DESIGN PRESSURI MEASURED AT BOTTOM OF SHUTTER IS 3". MAXIWM -----LTE&WOOD RATING, DETERMINE MAXIMUM SPAN "L+' WAXINU CoNcRt Kwmuu CONCRETE&WOOD A.S.D. TONS wxNm CONCRETE FROM SCf4ECULF- AID.M CONCRETE&WOOD INSTALLATIONS 0 A.S.D. INSTALLATIONS 0 INSTALLATIONS AS.D. INSTALLATIONS Dam DESICH DESIGN DESIGN GIVEN A NEGATIVE A.S,D. DESIGN PROMRC FLOOR/CFJUNG PRESSURE WALL MOUNTINGS MISESUIE PRESSURE F=CR/CEIUNG MOUNTING PRESSURE RATING,DETERMINE MAXIMUM G(A25 SCHEDULE-, RAMG WALL MOUNTING MOUNTING RATING A, RATING RATNG OR SPAN^L-"FROM SCHEDULE FLOOR/COUN MOUNTINGS (��-V-i) FLOOR/CE)UNG MOUNTING FLOOR WALL MOUNTING SHS FR LOCKINQ RODS L+ (4) L-(ft) 7+ (ft) L-(ft) L t (A) I L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAI 30 13,-2" 16'-0' _13'-2- 76'-G" 30 12'-3' !4'-9' :SO 13'-7' 16'-0" 30 IVTO THE MINIMUM DEETERMINED SPAN-2" 161-0^ BETWEEN'L+"AND SHUTTER INSTALLATION W1 INSTALLATION W/ 35 —1 d-V— - 13,-8' SYMMEIRICAL OPPOSING 41-10 35 IT' 91 35 IV-7" 15�-7" 35 12'-B' 1,V-10" SPAN }2'-3' 13-1 q- t2'-3" ly-lo, 40 1 V-4' 12'-9' 40 12*-2" iv-2" 49 12, CENTERMATES CENTERMATES 40 I -3- --T37 TO- (3)PROCEDURE TO DETERMINE MAXIMUM 45 IV-11" 13'-1" I1l-11" 12v-1" 4-5 11'-1. 12'-O' 45 11'-9" 14'-3" 45 17'-11" 13'-1 SPAN FOR COMBINATIONS IN BETWEEN 105* 50 11'-7" 12'-5- -I IT-7- 12;-5' so 13'-7' SO 11'-7" 12': 1 l-5* so 111-61 WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 4- :�; - -- 55 11'-4" 11'-10' 1V-4" I1'-10' 55 101-6" 10'-11' 55 11'-3" 55 1 V-2" 11'-10' FOR A GIVEN POSITIVE A.S.D.DESIGN >105'TO MAX. 3 7/81. 4' ALLOWED 60 lf-l' 11111-01 W-4' 60 IV-5, '60 ll'-0, 1 Z-4" 60 lo'-2" iff-w PRESSURE RATING: 101-10" 101-10" _T07-7-- To. . - 1. DETERMINE. IS USE 2 1/2*FOR HD LOCK S&OR a4!p 65 65 -01, 101-0 65 lo,-g" W-11" 65 9,-*" lo,- LI+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR.01 MN . 70 10'-B- 10,-6, 10,-2" 10'-.6" 70 70 101-7- 11"-5" 70 w-S, INSTALLATIONS. 75 I(Y-l" lo'-I' 9'-t0' 101-11 75 75 101-4" 11'-1" 75 L2+=MAX,SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TO GLASS SQHFIQUIX�a so 91-lo, 9*-S" 9-7' -91-10"- 80 9'-0" 0,-0, so 10--0- 10--9- MOUNTING INSTALLATIONS. SHUTTER W1 ONE LOCK&TWO LOCKING RODS OR 85 9'-6* 9-6' 9'-3' 91-61 85 8'-9" 85 I.-g. l0,-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS. 90 9'-3- 9'-3" "-,. 11 1. PRESSURE RATING: so B-v -5. 90 -1. 10�11 DETERMINE: SHUTTER INSTALLATION W1 INSTALLATION W1 8-9, 7-91 95 95 W-10, Ll--MAX.SPAN FOR WALL MOUNTING SPAN SYMMETRICAL OPPOSING 100. 8'.-9" 8'-4" 11-6 100 a'--i* B.-1- 100 11-0. 9.-7. INSTALLATIONS. CENTERMATES CIENTERMATES 105t 7'-11' W-4' 8!--,V -9, --4!* L;-F MAX-SPAN em FLooP/cbuNo — 105 7�11 IDS a' 9* 105" 3/4- fi Ila 7'-7- 8'-2" 7'-11" 110 7'-8' 7'-7- 110 1'-7 0 MAXIMUM SHUTTER MOUNTING INSTALLATIONS. OR LESS 3.3/1 115 7'-3- 8'-0, 7-7* 115 7'-6- 7*-3' 115 81-41 81-11* $FAN "L+'OR I-"FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQ UAJ >105-TO MAX, 3 1/4' 3 1/4' 120 .8. r . TO THE MINIMUM BETWEEN 'Li+, 'U+*. I ALLOWED -0 W-11, 7'-10" -1. 120 7'-+" 61-11, 120 W-2. 8'-9" INSTALLATIONS INTO WOOD 'Li--AND "U-" 125, 7'-10" 6,w-e 7'-8' 7'-D' 125 7'-3- W-B" 125 11-0. 8*-51 SHALL BE:LIMITED TO 105 ** USE 2 15/16' FOR HV'T"LOCK(g)W/ 130 1.-8. 6'-$' 7'-6' 6'-9" 130 7--1' 130 7'-10" 8,-1 psf. DESIGN LOAD. (4) GO TO ANCHOR SCHEDULE WITH FINAL *** USE 4 1/8'FOR W"r LOCKW/@ SANNEGATIVE W CENT MATES. 135 7'-7- W-2- 7'-4- 6'-6, 135 W-11, 6--2" 135 7'-9- MAXIMUM ALLOWABLEPN AND USE INDICATED VALUES FOR 9? 7--l' V-11" 7'-1' 6'-3- As.D. DESIGN PRESSURE RATING TO 140 14U 61-10" 5'-111 140 7'-7- 7--l' DETERMINE MAXIMUM ANCHOR SPACING. 'ENE) 145 7--3- 7--1' 6�01 145 51-5. 5,-9, 145 7'-5- 7'-1' INSTALLATION LE�, ISO. f 7'-2* 5'-7- 1 7--0- 51-10* ISO 6'-7* 5'-7- 150 7'-42" 7--0' CONCRETE&MANSORY I WOOD 155 7'-0' 5'-5" 6'-10" 11-1" 155 155 7'-2' 6.-" 160 W-11, 5-2" 6 160 6'-5" 160 7'-1" W-71 t USED AT AH.V. CORNER CENTERMATE#3 MAY 611 WALL A, 8, C, 0, E, M-N,0,P.Q,R, -7- ALL MOUNTING INSTALLATIONS. LOCKING 165 V-10" 61-81 165 1'-3- .-l. 16S 7'-0' MOUNTING F, K & L. S&V. SPECIFICATIONS SHALL BE AS INDICATED ON 170 6'-9, 4!-Il- 6'-7- W-2- 170 W-2* 4!-11- 170 V-11, 6'-2* MANDATORY CONDITION #2 NOTE#5, SHEET 5, NG 175, 6'-7" 41-9" 1'-5- 51-0. 175 6,-1"• 175 6'-0' 1 FLOOR/CEiLl G, H. 1, 11 + J. T, U, W & X. 180 C-8, 4�-10" 180 61- 180 61-B" 5�-10* ff EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR'L-'AND MAXIMUM A.S.D. MOUNTING + M. 0�- i7 a" 1 185 6'-5* 4'-6" 11-1. 4!-I� Is 1 4'-s' DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 5'-1 185 W-6. BLOCK SHALL BE LIMITED,AS FOLLOWS. ISO B, W-2- 4!-7- 190. S� 4*-51 190 6-ir I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p...f. 195 195 5'-9" 4'-3" 195 6'-5- AND 8'-0' SPAN 1 HV BLADE 1 200 6-2- 1 V-2- 1 6-0- 1 4--5- �200 5'-9' 4*-2- 200 6*-+" SEE MOUNTINGSON SHEET 7. 205 6 4' -8 .01111, MORI A BUILDING CODE(tai gh VelocIly, Hurricane Zorw�' 2015 EASTERN METAL SUPPLY. INC. tit,14" ... N,;k .... Z BERTHA HVTM 11LIEC0114c. Accordion Shutter System 1 IV.BLADE#1 W/OR W10 KV.WINDOW MADE -0 Ill Shutter Systems RFV.H. DESCRIPTION DATE DRAWN BY-. M.J- TILUT TESTING & ENGINEERING COMPANY Assoesciflon. Inc. I DID 11-193 wlo/l� DATE "/10/15 % 83W N.W.ZOUL SL,%o.3W,VIRGINIA GARDENS,FLORIDA 33IqE Phone:(30-5)871-1530.Fax:(305)871-1531 4268 West Rdads Drive ............ 0I West Palm Beach, FlL,33407 DRAWING No L Phone: (800)432-2204- . Fax: (561)209-8380 —4 15-080 NA WALTM A.TILLIT J P.E. P.E.SiEkPIG IURE/DATE FLORIDA U-.III 4WI57 5 $HEET __LLRF 20 u :� .�:' �. • ■ ! �: ►/au ■Jul :�. • � 1. :111 •:• :�•.. _K•::i '��• � .• :11� � •: •. :ql' .`J. :1.1. mommmo �mommMMM . omw mom11MEMmommmoMEMmomm � mmmanvoommmov000mmmlivpffammm"Mm"mommmoovv®o"... - > mmm0000©mmmv0000mmmov000a�mmononmmmonnvoonnoo�� mmmonnoommmnnnoommmoonoommmonvoommm0000nnononoom ®mmm�0000mmmvonnommmvoo ommimmvonoommmv o�o��oonoo®: . .' ®®�moQvoo®moon©®mmmv����,�®���®vommmmov®voo oonm®o ■ �m�m�im��®d®r�a®mmoovoo®mmvovm®mmmo®ooammmo®©000 oo®®�© mmmoo©oommmonovommmvovommmmo©vvommmonmoon000o ®mmmvoovommmoom©ommmonvvommo®voivvmmnmmvv0000m®o©o; mmmommmmmmmvo©vommmvov©ommmi®vo 0 onoonmv€�o mmmmm®vommMM MMMmmmyvvvommmvosa�o�m����®�oon�noo©oo �mmmom©oammmomvommmoovvommvoovvommom®ovoonom®®oo mmm®©ovommmoovoammmoo®�ommm©vomommmomvvo.0000®v©m. mmmv©vvommmvv000mmmvov ommmoovvommmmmovo 000mo®oo a - Mmmmmmovommmom000mmmov000®moonovo®mm©avvo;oom©o©ao. : , �• mmmv0000��mmKom' ammmNN"== m®®oovvam®®000v000®v©000 mmmonoo mnvvvommmom000mm©000avmmomovv0000m®voA �mmm©mvoommmu®ovommmv0000�momoo�ao�mmoQv0000®®®000 mmm©oovommmo©v0ommmv0000m�©000vom�omov00000mmmoo ustmn®0000®mmo©000mmm000vommaoQvvommmoovoenn®ov000. mmvvomo�rmmmoovvommmm0000�oovvovo�o©omoraonn©v®000 mMMMMIM ' mmvmm00000mmm00000�m0000vvmm000Qooaoo©©000 mmommmovvoommmvovoomm0000vommoavovAnoo®m000 ®mmmvovommmm00000mmmvovoo�000vovommmmom®aaamm©ooh® ' mm©000vomm000000mmmv000eammor�0000mm000voonommoo movv000mmmov000mmm000vomm000avo�mmmvovoo..moo®mAoo mmv00000mm000000mm00000dv®ovovoovmooi0000nm®m©000 ' mr�oovovo®mov0000mmvvoovommoovvvo�omvoovonn©©®000 mmvovovommoov000mmovvovowvvvovomoovovoonom®0000 �mmra00000m®ovvovommoov0000v®®®�g0000vov0000000000 m0000vvommovvvoo:mmom0000mv ommvvvvomom©00000 m®0000vommovv000mmvovvoomv000000movvooAono©00000 0 : � �- 0 � Mm000vov o ovvom000000�om000mvvo®vv000vo'®®m00000 OEM moovvoo��ovPio�ovvvmovovvvo:mvvovormaomvvvvvvo'o®©o • ®N'ON. ovvv mov000vom000v000vovvoovevv000000,v®m00000 ooMBER=oo�aoomvvoo�aoovovoov�oovo��®���®omoo�o • mvovovoomv000vvomvooivoeaom000voaomvv 0 201.9 EASTERN mux suppi-Y.INC.-, 1TILLIT TESTING & ENGINEERING . ster Assoclation, Inc. ' Drive DRAWING©-�®. SPACING ein.) SCH EDULE FOR A GIVEN MAX. SHUTTER SPAN, A-S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRIETE BLOCK SUBSTRATES DMGN IN TYPE EM CONCREIE INSTAVAMNS (SEE MOUNGNGq r4 a.&H ON SHUTS 6&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS.' POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.re-3 k.1) OE WALL SILL MOUNTING CEILING MOUNTING FLOOR MOUNTING ANCHORS SPACING LEGEND -11/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min. If'.-3 IWI) SPAN - /4!0 x 3/4"ALL POINTS SOUR-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW;BOLT&SPECIALTY COMPANY.(Min.Ce=3 kffi) A.S.D.DESIGN NEGATIVE LOAD(pd) A.S.D.DESIGN NEGATIVE LOAD(pd)I A.S.D.DESIGN NEGATIVE LOAD xif) 0 BLUE TAP CONCRETE ANCHORS W1 CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mb.f-O=2 R.I) 30 40 60175 DO 11201160 205 TAPCON WITH ADVANCED I .a 40 160175 190 120 160 205 30140 59 175190 112011fid 205 THREADFORM TECHNOLOGY 1/40 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY 1* 12 10 1 9 8 1 8 0 5.5 14 12 110 1 9 8 8 6 6 14 12 10 9 1 a I a I a 6 ALL POINTS SOLID-SET COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOMzEC>VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. - - -I- -I- - -I- - - - - 14 12 10 9 1 8 1 8 6 a (Min.fa-3 k9i) OR LESS 14 12 10 1 9 8 1 8 6. -::- NOTES: 14 12 10 9 a 8 a a 14 12 to 0- a 11 a BLUE TAP W/CAP 14 12 10 1 9 5 1 IT a 4 12 10 9 8 8 6 a 14 12 10 9 B 5 5 TAPPER} -j MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 1 12 0 9 7 5.5 3.5 14 12 101 9 8 8 6 6 14 12 10 9 8 8 6 5 3/4,AND FOR BLUE TAP W1 CAP ANCHORS IS 1.1/2% _- fl__A+_ - '10 : . . . . - - - -I- - - L4� 12 9 8 8 B_5.5 A.2) MINIMUM EMBEDMENT OF 1/05 x 3/4--ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 to 9 8 8 4 14 12 101 0 a a 0 4.5 14 12 10 0 5 �L 4 3-5 -LONG MINIMUM SHOULD STUCCO EYJSt.AND t4 12 10 9 8 8 0 4.5 14 12 10 9 8 8 6 5.$ 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4�"O-20 S.S. MACHINE SCREW USED SHALL BE I 1/2 14 12 10 1 9 17Z M"S . -T--w--w- I..SEE UYI]TATIONS OF USE FOR I*MINIMUM FOR WALLS WITH No smcco. 1 2 10 8 8 6 5 14 12 10 0 8 7 56 4 • WW to -9 8 a- 6 LADE ON 19 A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR.' -04 14 12 4.5 14 IZ _LC_�qg a 7- 4 14 12 IQ 9 8 6.5 1 5 3.6 1+112 10 13 6.5 5 �15 L ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 8 7.6 4.6 14 12 10 _j. 8 8 6 4.5 14 112 10 9 8 6 4,5 175 NOTES kl)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR ElFs WITH OR VATH014T METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.517.5 8.5 4.5 - 14 12 10 9 0 7.5 5.9 4 14 112 10 9 8 1 6 4.5 3.51 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. - - -I- - - - - -I- - - - - - - 14 112 10 9 B 1&5 5 3.5 14 12 10 1 9 7.5 5.5 3 - 14 112 10-BS 7 5.5 4 :5 14-112 8 5.5 5.5 4 3 - (8) TO E)GSTING,CONCRETE BLOCK:(ASTM C-90) 14 4-1 to 1 u T- - 14 112 10 9 8 6.5 5 2L75 14 112 10 8,5 8 5- 4- - - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDOC. 14 12 8 1-6.5 5.5 3 - 14 112 10 9 8 6-5 4.5 3.5 14 112 10 8 7 5 3.5 3 -1/4"o x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. - - - - - - -I- - - - - - - 14 12 10 0 7.5 5,5 4 3 - 1/4!'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 15 - - i-4 12- 7 5.514,5 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED By ALL POINTS SCREW,BOLT&SPEC I 6.5 4 - 14� 12 9 7,5 0 4.5 3.5 14 t0,5 KL Y 12 f0 BS 7 4 - 14 12 10 9 7-5 5.5 4 14 IL 0 7 (7.5 4.5 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED wmi THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 7 154 4,5 - 14 12119 9 7.6 &5 4 14 12 9 7 1 8 4-5 3 - 14 12 IQ a 6.5 5 NOTES- 14 12 8.51 7 &S 3 1_2 -5 ± 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 11/4�-AND TAPCON WITH -1-4 -�L -:L_ L2:�2:�. 4 3 1 3 0 1 4 r 4 --a 4 [4 E 12 14 12 9.517.5 6 - - - 1.4 12 9.5 8 6.5 5 14 12 8 6 6.5 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 9.5 BS 1 5 3.5 14 12 10 6 6.5 5 14 12 8 6.5 5 1 4 9 - - - - - - - - - - - 14 lz 8.5 7 5.5 1 4 9.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO -0 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/+'0-20 ES.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 7.51 6 4 14 11 7 5.5 5 13.51- - 11 a 5.5 4.5 3.51- - - EXIET,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. E 14 12 8 16414.51- - - t4 12 8.5 7 5.S 4 1 14 110 7 5.5 6 4.5 11.5 85 5.51 4 1-I- - - 14 12 9 7 E_4,5 14 Ill 7 5,5 4-5 3Z 13.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLODR. l,,-O- - - -I-I- - - - - - - - - - 14112 8 6 5 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 1 5 U 1 13 9.5 64 5 4 3 10 7-5 5 4 3 - NOTES ELI)&B.2)ABOVE.FOR INSTALLATIONS ON VMIL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.51 SS - - - - 14 11.5 -9 6 5 4 25 9.5 6 5 4 4 FOR INSTALLATION INTO Ews WITH METAL STUDS SEE SHEET 284. DO a 5 1 114 121 8,16.5 5.5 4 13110 6,5 5 1 4 3 - - - I- - - - - - -r- I-. - - 14 10.5 7 55±-5-A-G ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANuKAcRRER. 12-5 9.5 5 - _jZ 9 6 4-5 A 9 1 7 4.5 34_ 3 14 10 7 14, 10.5 -7 SZ I LS_&S 4:5 375 SEE SCHEDULE BELOW FOR EDGE DISTANCE . VERSUS SPACING 9.5 7 44 14 11.5-7.5 -6 12 9 6 4.5 4 - - - 12'-0" - - - - - - - - - - - - - - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS; !1.5 8.5 4.5 - - - - - 11 B 5.5 4 3.5 - - - 6 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR F-D.LESS THAN THE INDICATED,REDUCE 13,5 0.5 6 - 13 ILS &S 5 1 . ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6,5 REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. L4_14-5 7 SAS L.5 - - - I 1 8.5 5.5 4,S 3.5 ::,_ - - i3'-D' - -- - - - - - - - - - -- - - - - 12 9 8 - - - FACTOR 10.5 a 10 75 6 4 1 3 - 7.S 5.51 4 3 - - - - ACTUAL TAPPER + EDGE: "A"N III/ADVANCED THIMADIFORM TECH ALL POINT SOLID SET BLUE TAP W/CAP 12.5 84 - - - I- I- 12 a 0 4.5 4 - - - 9.5 7 1 5 A& in HV BLADE OR DICTANCE MIN.SPACING MIN.SPACING -I- L3_9.5 6.51 5 - - - - 10.5 7.51 5 1 4- 1 1 1 1 E.D. 3* 47 MIN.SPACING-3 1/2' MIN.SPACING-5' 3 31r. ["45 I 12 11 85 5.5 4.5 3 HV 13LAPE W/ POURED CONCREM CONCRETE BLOCK POURED CONCRETE& PoUF)iN0DRCONCRETE pDREG OMME CONCRETE ELM 10[7.5 - - - 7 4.513.5 - - - -1 7 5 ,5 3 C 11.5 8 8 5.5 4-.5 - - - -1 9 06) HV WINDOW MR ED.-Z 1/2r MR ED=21f2" MON NCR E.6=31 BLOCK ETE BLOCK k6.5 4.5 D.3 11r WN.to-r MR£11'31/2" MI'L ED.n2 1 75 - - - - - - -- III a a - - - - -[9.5 7 45 0.90 1.0 0.78 1.0 0.84 1.0 9-h BLAD WORKING 3 Q. E IW-0" - - - - - - - - - - - - 2 1/2- 0.81 1.0 0�07 1.0 9 8. Ws--,r- IN UNISON 0.5 8 5 8.5 5 4 0.51 0.43 10 7Z 5 7 - - - - - - - 11.5 8.5 5.5 - - - - - 9 6.5 45 - - - - - 1 3/4" M6?�l M - I - - - 16-0- - - - - - - - - 025 a 113 6 4 - - - - - 6 4.5 3 - L-M-5 FLOR11 A BUILDING CQ High Velocity H.'ritcone Zone �. ...... 11015 EASTERN mErAL SUPPLY, INC, R'4 BERTH& HVTm ZH.V. MADE#1 W1 OR W10 H.V. WNUGW BLADE-11L E C 0 INC. Accordion Shutter System z -5v, Amerlean Shutter Systems REV.N* DESCMPnOH DATE DRAWN By. M.L. 1 -0% STEL OF 147Z TILLIT TESTING & ENGINEERING COMPANY -p- . ..k-, ssoclation. Inc. I OLD 11�193 3+/10/1.9 DAX- 04/10/15 L 6355 N.W.NX 36th.St.St.305.MMMA GARDENS,FLORIDA 33M 4268 We3t Reads Drive 2 Ph-:(305)871-1530.Fax:(305)871-1531 DRAWING No Wed Palm Beach, FL 33407 3 610MAL WALT ES-COC6719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 -1, 1 ER A.TILUT Jr.P.E. P MOM 13 OF 20 .I- RE/DATE DA U�f 44107 SHEET 6 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUtv^''NG TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS 1,J.K dt L ON sHEEr 7) POURED CONCRETE ANCHORS SPACING F ND ummuu T WALK OVER k Il TRENCH (2 RAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING 1(t)WALL/WALK OVER MOUNTING (� iLSD.DESIGN NEGATIVE LOAD(psf) A.S.DAESIGN NEGATIVE LOAD(psf) ASD.DESIGN NEGATIVE LOAD(psf) AS.D.DESIGN NEGATIVE LOAD(ps}) TAPGON WITH ADVANCED THREADFORM TECHNOLOGY 30140160 75 90 120 160 205 30 40 80 75 90 120 160 205.30 40 BD 75 90 120 1fi0 205 30 40 60 75 90 120 180 205 ALL POINTS SOLID-SET 14 12 110 9 B 8 6 6 12 12 12 12 12 1.1.5 B5 I B.5 7 7 7 7 7 7 7 S 5 5 5 5 5 5 5 5 3,-0 14. 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 s BLUE TAP R LESS 14 12 10 O 8 8 6 6 12 12 12 12 OS B 6 4S 7 7 7 7 7 7 7 85 5 S 5 5 5 B 5 5 TAPPER,f 14 12 10 B B e 8 6 12 12 12 12 12 10 75 8 7 7 7 7 7 7 7 7 55 5 5 5 5 5 5 14 12 10 9 8 8 6 8 12 12 12 12 1.5 B.S. 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4,-0• 14 12 10 9 8 B 6 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 5 12 12 12 9S 8 6 4.5 3.8 7 7 7 7 7 7 6.5 5 5 5 S 5 5 5 5 5 14 12 10 9 B 8 e 8 12 12 72 12 10 7.5 5.5 4 7 7 7 7 7 7 7 55 5 5 3 5 5 5 5 5 14 12 10 9 8 8 6 6 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 6 a 8 B 12 12 12 12 10 7S 5S 4 7 7 7 7 7 7 7 7 5 5 5 S 5 5 5 5 14 12 10 9+8 a 8 8 12 12 9.5 7.5 6 4S 3.5 - 7 7 7 7 7 7 5 35 5 5 3 5 5 5 5 4 SEE ANCHOR, 14 1Z 10 9 a B 6 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 9 8 B 6 6 12 12 14 9 75 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6,-0• lry 12 10 B 8 e e fi 12 12 12 10 'e 8 45 J5 7 7 7 7 7 7 7 7 5 5, 5 5 5 5 5 s ON SHEET 13 14 12 10 8 8 'B 6 0 72 12 B 6 S 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 8 8 B 9 8 12 12 10 8 6.6 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 14 72 10 9 B B B B 12 12 10 8 0.5 5 3.5 - 7 7 7 6.5 S.S 4 5 5 5 5 5 4. 3 14 12 10 9 B 6 6 6 12 12 12 B.5 7 5 4 3• 7 7 7 7 7 7 7 6 5 5 5 5 6 5 5 S f4 12 10 9 B 8 6 6 12 10 65 5 4.5 3 - - 7 7 7 7 6.8 5 3 - 5 5 S 5 5 5 35 3 14 iz 10 9 B a e 6 12 12 8417 5.5 4 7 7 7 7 7 s s 5 5 s s s 4 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 e e 6 - 12 12 5.5 7 5.5 4 3 7 7 7 5.5 4.5 3 5- 5 s s 4.s 3s - PSF A.S.D. DESIGN PRESSURE 8,-0. 14 12 10 9 8 B 6 - 12 12 05 75 6 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 9 B 8 �B - 12 9 8 4.5 4 3 - - 7 7 7 7 55 4 - - 5 5 3 5 5 4 3 SCHEDULE #4, SHEET 11 14 12 10 9 8 8 6 - 12 11 7S 6 5 .75 - 7 7 7 7.5 6 45 - 5 S 5 5 5 4.5 - 14 12 10 9 8 8 - 12 1.5 7.5 B 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 9,-D. 14 12 10 9 8 B - - 12 12 95 65 5S 4 3 - 7 7 7 7 7 7 6 3 5 5 S 5 5 5 5 5 14 12 10 0 B 8 0.5 8 5 4 35 - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 3 14 12 10 9 8 0 12 10 65 5 4.5 - 7 7 7 6.5 5S - 5 5' 3 5 5 4 14 12 10 9 B 0 12 OS 7 7 7 5S 4.5 3.5 - 5 5 3 4.S 3.5 - 10,-0.14112 10 9 8 B. - - 12 11 8S 6 5 3.5 _ - 7 7 7 7' 7 7 45 - 5 5 3 5 5 S 5 4S .•14 12 10 9 8 8 - 9.5 1 7 14.5 3.5 3 1, 7 7 7 1 5.5 45 - 5 5 5 5 4S 3S - 14 12 10 9 B 1 8 12 9 6 1 5 4 .7 7 7 1 6 5 5 5 5 4S, 5 14 12 110 9 8 8 - 12 95 6 5 4 13 7 7 5 1 4 3 5 5 5 4 35 - - 14 12 10 9 8' 8 - - 12 10 7 5.5 45 3S - - 7 7 7 7 7 7 3.5 - 5 5 5 5' 5 5 5 4 141210988 - - 858.54 3.5 43 - - - 77654 - - - 553543 - / /1 �eA BLADE OILY 14 12 10 9 B 8 - - 11 a SS 4 - - - - 7 7 7 5 45 - - - 5 5 5 5 4.5.- - - \\i J/ 1 1 P/ 14 12 10 9 B 1.5 8.5 55 45 35 - 7 7 4S 3.5 - 5 5 4.5 35 3 12,-0. 14 12• 10 9 B - - - 12 9.5 BS 5 4 3, - - 7 7 7 7 7 6 3 - 5 5 5 5, 5 5 45 3.5 14 12 10, 9 0 6 6 4 •3 _ 7_ 7 SS_4.5 3.5 - 5 5 3 43 4 3 - 14 72 10 9 8 10 75 5 4 7 7 6 5 5 5 5 5 4 - - - 14 12 70 9 8 0.5 8 5 4 35 - 7 5.5 4.5 3.5 - 5 5 4S 35 ! 14 72 10 9 8 - - - 111.5 8.5 B 4.5 35 3 1- - 7 7 7 7 7 4 5 - - 5 5 5 5 14 12 10 9 B 7 55 3.5 3 7 7 5 4 3 5 5 5 4 3 - - 14 12 10 9 8 9 7 4.5 .75 - 7 7 5.5 4.5 - 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 - - - - 10.51 O5 B 55 4 3.5 - - - 7 7_7 7 7- 4 - - 5 14 12 10 9 - 8.5 3 3 7 7 5 3.5 - 5 5 5 4 14 .12 10 9 - 0.5 .5 4 7 7 5 4 5 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 75 5 4 3 - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 44 12 10 - 5 45 3 7 7 4.5 3 5 5 4S 3.5 - - 14 12 10 - 8 5 4 7 7 5 5 5 5 4 14 12 10 - - - 8.5 6.5 4 3.5 - - - 7 5.5 3.5 - - - - - 5 9 3.5 - - - - - 16-0.14 12 10 - - - - - 9.5 7 4S 3.5 3 - - - 7 7 7 7 8 3 - - 5 5 5 5 5 14.5.3.5 14 112 110 - e 4.5 3 7 q// 5 5 4 3.5 - 14 112 110 - 1 1 g7.5 5.5 .75 - - - - - 1 .5 - - - 5 5 4.5 - - - - LORIDA B I Q 0DHi h Velocity hurricane Bone 4 Q`� ••E•••• ©2015 EASTERN METAL SUPPLY, INC. �c �sF '•.� BERTHA HVTM : 110E r ASm ©AAccordion Shutter System FLV. 9-ADE#1 W/OR W/O KV.WNMW BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.L. 'o pp .o-&. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4/10/1 DATE: 04/10/ts ��0••'.,•ft Oq•;•• Cv�\L B355PN. ]697.SL.Ste 305,VIRGINIA GARDENS.FLORID&3316 Phan* (305)871-1530.Fax:(305)871-1537 West P West ch. F Drive 2 DRAWING No _ e ,,'V a-mall:Nte O.W.cam West Palm Beech, Il 33407 3 q s S� . �AL`'�I/ WALTER A T1LLIr19r.P.E Phone: (800)432-2204 - Fax: (561)209-8380 4 1 J-�c7o P.E.SEAL/SIGNATURE/DATE FLORIDA U.p 44167 s SHEET s 14 OF 20 .. ._. ••-•_ - • • r Moll •'. . .> • •• mi . .® .• �jm ,m�ooamn0000nmommm"ME! . mmmmm®��. -- -•. ®©©® ® ® ®® MEMOm©©® ®®®La oononon000 mmm �m7®Q,m®mtao®®o mmmonnoQ®mmnnnonmmm onoo®®oa mmmommanmmmvonoo®mmv®®©o : mmmom®n,mmmonnoo' ' �© mu ®mmoovvo ®mmoa®aQmmmv�®®gm®m • o®®®n0000 ®®®mmvo®aammmoo®oo - .- mmm®aQmmmo®mvo ®;mmmnnoaammmnnnoQmmmoono®,�nnnn� M®mmmonuooBEER m000nol mmn®on ®mv®amoaaa®omomQenoo®nmaammv®oaaammo®nm=Q mmmnna��mmmoovanmmm000 n000mm'mmmvovQQmmmonaQn mmmvoQao mmmrao®ooa�®mnn®�e���ooio®a®o:mmmonnaQ mmmvv®Qo: m®®vaoaQia®mn©aaQm®mo©eeenomn©Doom®®vvaaammm"©aao • mmmonnno®mmoo©Qo,mmmnodeon0000®®ommmo®Doom®monoQn mmiC10®OaOm®mvomaa®mmonove onnmoomommmv©Dao mmmvomaQ. �m[7FiaaOQa�Ql�©maQo�mt�©E�MMM[EOm©mvao�m�©nnaa�mM©E iQaO mma®nano mim woaanmmnonmev 00000moo mmovQaQQ mmnvoaoo © O . mmQOonQOm ®FllOaaSEE®mMQo :000OQO©nmmmonannmmmm"Mmm. aim®©®QQQoQpQ�m®®aaaQ�mm®veveoo®maaonmm®aooQnmm®®maano' @®®���f170,m®®Q�lOOQ®�3m0©000 Q>D®DD®Oa m®®OQQQQ m®®[i©anQ mm am®M®®nOnR�li�E�®0000'QQQ®QmOnmmEmanQaO:m®�®®QQQ • • r �maQQOaQEa®©OQQQQ�®©©0ss0QmQQnnani®Dannaamm©221111nano, •. ,p r m�oaaQaQm�DE�OQQOiElMQMM MEN= NmMMOQQaQQMM"MQQQO mm©annon mmomnaan m�enn�neese noom®Doo mm©aanoa mmomaann ooaaQQMM IM Q nQQaQon�eseee'oomnaaQv naaaQQoo®noano. • ' mmov000pmmmoovvo � se�oon�ov�o�m�maooAvom®®voa0�: moQaanaomooaoaaarunnseesen noonm�aQQQaamaoQaaaa r mmQQQQQo,MUmmaoQQQ'an� Eesseo�®®mannmmannnan-MEI mm a aQ: mQannoommoanQanIMMMssaseonommQoammanonan,mmaME ®®®OQQQQQ ES®Q an nanCIiSISSeBe;®©aolaoao®E�QOaQaQ ®aQaaQO, r �maaaaQQ�moaanQQlensaaannm©omaoom®onnnQQmm©aaaao �Enannaao�mmQQnnQ7mnse®esnoa©onaa�mQnnnnammmnanno oQaaanQov©anoHER wMeesse'noM®aonan©o o� owvv�ovavoo� • ®©QQaaaQmOQaan � �onnnonommQnnnoQ�t�esesssonm®oo vaoannnmmnnanno ®oanaaao��®0000voe��eseseso©aa0000v©000Qvvv�ovvQOQio; r �von000vvv�oaoonsess�sep�®�noanmonnaaanmoaaanao � : omoa000avaaQQaaQvaaaaaao • �aaannaQvanaanaa.oe ese�seoo©aoaoovQaaQQaavanaaoaa � � � :. , :�,:: ®E000QaQn QQannaaO�LfQ�ssslss D®©oanao faaaaaaaa OnanQavo EnovvMMMUM OQaoQ�seasese®aaaaaoomoaaoaaavoananan ®nnnQnao®nn�®Qao®ssasssem®®aooaQ®aaaaaQa®anaoaao, 311 MIR mnnnaaaomaa van;mesnessenv®aooaamnnannnnmananano C- * ����'ii? •1 t�._�� ���y'�^. _ A LC'c & /,ill Raq (I A,'II�A DESIGN PRESSURE RATING (p.sf.� AND CORRESPONDING M 'Imf IM ANCHOR' SPACING (in.) SCHEDULE FOR A GRAN MAX, SHUTTER'SPAN NEGATIVE ASD DESIGN PRESSURE RATING ANO A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 &17). B UB �T"FZAT � T PI E No. SPRUCE PINE SPRUCE*PINE SOUTHERN PINE No. 2 W/ MIN, 13-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 w/MIN..G-0.55. FIR NORTH FIR SOUTH .• DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DMO N c 0.50 W/. W/ MIN. G=0.43 W MIN.,G=0.36 KIMMUM SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOU14T TLL M, N, 0 & R FLOOR MOUNTINGS M. N, O & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL P NQTINGS B.O.W SLBFAOUNTINGS B.Q.WALL&OUNTINGS B.O.WAS &V NGS W & x W & x W & x ASa DWI DELADE 1TWX WSG((A ASR.DWI Imm RE59F2 wn 04 ASD.D3I8 t5AM IIMM OW W ASA OMM WF M R03 A RGR6 Asa UMM IHAAE R3.SATE MC DEA71 IUAK P02k RWG W XSIL D=WINS KMK PARE[A 01%DWI KWE PR RE IWDG(Ld)ASa-UMI_WOO I1F591RE MW 9 LM EM DECLINE RES971E RANG(Td1 30 40 fi0 75 90 OS 30 40 60 75 90,OS 30 40 60 75 90 OS 30 40 60 75,.90 OS 30 40 60 7S 1-3 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 6076 90 OS 30 40 160 175 90 05 -0"OR LESS 12 70 10 9 8 8 6 6 6 6 6: @' 12 10 10 9 '8 B 6 6 6 6 6 6 12 10 10 9 6 6 6 6, 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12.-.1Z 12 12 12 12 72 12 12 12 4'-0• 12 10 10 9 8 8 6 6 6 6 66 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 6 6 6 6• 6 6 6 5 4 4 4 3 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 '.p• 12 10 10 9 8 8 6 6 6 6 6 5.5 12 70 10 9 B 8 fi 6 6 6 6 5 12 10 10 9 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12' 12 72 12 12 12.72 0.5 6'-0" 12 10 70 9, 8 6.5 6 6 6 6 5.5¢.5 12 1❑ 10 9 B 5 6 6 6 .5 5 4.5 12 70 10 9 6 6 6 U 5 4.5 fi 5 4 4•3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1Z 12 1.0 8.5 7'-0' _ 12 10 10 9 6.5 4 8 6 6 .5 4.5 '4 72 10 1p 9 5 3 6 6 6 5 4 3.5 12 10 10 7 6 6 6 5 4 3.5 6 5 4 4' - - 12 12 12 72 12 72 12 12 12:12 12 10. 12 12 12 0.58.5 7.5 -O" 12 10 10 7.5 4.5 3 6 6 fi 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 6 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 72 11 9.5 12 12 1.5'9' 7.5 6512 10 70 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 . , 210 4 3 6 6 4.5 4 3 3• 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 i:i. 9.5 8.5 12 12 108.6.5 12 f0 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - 6 6 4 .5 3 - 6 5 - - - - 12 12 12, 12 1.59.5 12 12 127.5 12 72 9 7, 8 5 11'-0" 12 105.5 _ 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - 8 5.5 4 - - - 6 5 - - - 1_12 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - 6 5 3.5 - - 12 10 - - - - 6 5 3.5- - - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 11.8.5 7 6 12 :1.517.5 8 5 4 73'-0" 12 1'0 - 6 6 - - - - 6 4.5 -1- - - 12 7.5 - - - - 6 4.5 - - - 6 4.5 - - - - iT 12 12 f0. 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 3 - - - 12 12 12 9.5 8 6 12 12 9.57.5 6 4.5 12 9.5 6.5 5 4 3 15'-0" 12 - - - - 6 - - - - - 12 - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 17 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5: 4. - 16'-0" 12 F0_58.5'6.5 4 12 12 8 6.5 5 3 1.58.5 5.5 4.5 3.5- n HV BLADE OR HV ,BLADE Wf �A HV. WINDOW BLADE WORKING IN UNISON® O SEE LIM AIIONS OF USE BLADE ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SdFFir SHAH BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.D.S) -1/4"Z TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FR NORTH W/ S 0.43(N.as.) EXCEPTION.SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=036 -MIN.1/2"COX PLYWOOD(1986 AN 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF 1IAE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER sit dFLORIPA BUILDNG M p Hi h Velocity Hurricane Zone ©2015�EApSTTE�R(N/�METAL�wPPLY, INC. \\\,0\, "••UC�hIS BEW[l F!'IJA H V TM Accordion Shutter System Hy. 'LADE#1 W/OR WAT H.V.W BY.' BLADE APSI®PICan Shu URt0r Sy8f0PY15 RFY.No OFSCRIFT70N DATE DRAWN BY: M.71 TE OF TILLIT TESTING & ENGINEERING COMPANY 704/10/15 �_Q�:"•�� Association, Inc. i OLD 11-193 4/10 7 GATE 6333 N.W.35th.St.Ste.303•VIRGINIA GARDENS,FLORIDA 331.1 4268 West Roads Drive 2 n ........... A` Phone:(305)B71_1530.Fax:(305)571-1531 DRAWING No /0 �1i West Palm Beach, FL 33407 3 �{/ a-mail: 00086aal.c6m '^-.. '•AL�+•`�'AA'' �EB-D°°97'9 Phone: (800)432-2204 Fax: (561)209-8380 , 15-0�0 1 �i WALTER ATILLR Jr.P.E. 6 SHEET P.E SEALjS�GR`UCR1ttE/DATE, FLORIDA LI n d 44167 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV (N HV® BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS kTO WOOD WITH HV BLADE (1� ONLY SHALL BE LIMITED TO 105.0 sf_ A.S_D. DESIGN PRESSURE RATING SEE SNE T 19. FOR MAXSP WALL FINISH A•S.D" DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 d[ A WORKING IN UNISON 1/4"0 TAPCON WITH o ADVANCED THREADFORM EQ EQ— 2"MIN. DGE(IF APPLICABLE) TECHNOLOGY W/1 1/2"Min. 4"x8"(Min.) EXISTING PENETRATION OF THREADED WOOD BEAM REQUIRED. _ AREA TO EXISnNG WOOD STRUCTURAL ADEQUACY HEADER. 1/4"0-20x3 4'S.S. OF EXISTING WOOD BEAM — EXISTING WOOD (SEE SCHFUULE ON SHEET 15) PHIWPS 0;3,S,HEAD TO BE CERTIFIED BY _ TRUSSES OR 1 Mia . HINE SCREWS REGISTERED ENGINEER OR E E 19 EQ EQ lV/ 1/4"-20 NUTS SCl1if R INSTALLATION. 1/2" 1/2' RAFTER® 24' O.C.REQUIRED ® 12"O.C. 1/4.0 CED THRTAPCON WITH 1 Da 1 ADVANEADFORM EXIST NG SOFFIT TECHNOLOGY W/1 1/2"Min. 3/4"Max THK. •257" PENETRATION OF THREADED �I,\ I I Max. AREA TO EXISTING W000 El. 1f14x3/4' EO 1'x4"xt/6"COM.ALUM.TUBE "Alom •-".-I i `OPnONAL (SEE SCHEDULE ON SHEET 15) S.Ea O (6063 S.M65 O.C. I (3)5/16"0 LA0 SCREWS TO 1 11 or 1©or 15 EACH RAFTER OR TRSTING WOOD USS. Qt or 1© or 15 I LOCATE LAG SCREWS AT I •EXISTING MIN 2"x4' I I 1 I I I MEMBER.(2MIDWIDIH F Mien.NOMINAL WIDTH) ExG�N��I HEADER REQ'D MIN.SEPARATION I I I OPEN HOLE AT EACH - W/2"Min.PENETRATION OF TO CLA 55 J�vEXISTING I SND TO ACCEPT THREADED AREA VALID FOR ' (SEE SCHEDULE ON SHEET 11) I 5/16-0 LAG SCREW INSTALLATIONS W11H 72 psf 1 GLASS—i i- i I AT CENTER OF TUBE. MAX.A.S.D.DESIGN LOAD AND 9'-0"MAX.SPAN.THIS M1'ONDLE O I. I 1 I I , FOR INSTWO DDN IS W/MIN L SPECIFIC Y VAUD HV WALL HEADER INSTALLATION I'I. EXISTING ,15"1:R au 1 GRAVITY of oso As ooucLAs ���. 1 OR mk�s�xd 1 1 1 OR Op CLASS—� N SHEET 19 1 OR f FIR OR SOUTHERN PINE Na.2, OR EQUAL 1—SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING ISECTIONS AANY 13E C°unam OHV CEILING INSTALLATION OHV .CEILING INSTALLATION B MIN.SEPARATION III I I -Io a 1 OR --�1 Mm.O GLASS I I I EXISTING '1 F°n.Q I i SEE SCHEDULE I I 1 TO GU55 I �s6f7 19 1 1�—(SEE SCHEDULE ON S(1EET 11) I I GAS\ 6V 1& ) EXISTING y •GLAss--O 0 I I 1 I I I \ I I I I ALTERNA I 8 I l ANCHOR EXISTING WALL LOCATION GLASS—i I I I 2"x6"MIN_WOOD FINISH I 1/4. I 3/a-MIN. 010x3/4'HEX DECK REQUIRED -tc"- 19 MOx. ©+ 7 3/a MI. WASHER HEAD TEX I (NO FlNISH ALLOWED) L�'`'.h•`'!4;.�; I SCREWS® 12"o.c 2'x6'MIN.WOOD 1 3 OR® DECK REQUIRED (N; EDGE OF DECK FINISH ALLOWED IF APPLICABLE w — EQ —EQ 1/4"0-20x3/4'•S.S. EOOE OF DECK 1 Y �� �_� 1/4'0 F.H.TAPCON WITH w 1/4'0 TAPCON WITH 1" PHIWPS TRUSS HEAD IF APPLICABLE ADVANCED THREADFORM 1' y ADVANCED THREADFORM Mia MACHINE SCREWS — OFGE TECHNOLOGY W/1 1/2•Min. TECHNOLOGY W 1 1 2 Nin. W/ 1/4"-20 NUTS 2"MIN. 2 MIN. PENETRATION OF THREADED 2'x4"CONT. '! PENETRATION OF 1HREA/DED ® 12.O.C. - —� �� DECK IF APPDCABLE 2"MIN. � ®MIOWIDTH OF WOOD SILL PLATE AREA®MIDWIDTH OF WOOD 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY REQ'O. `' PLATE SCHEDULE ON SHEET 15 W/1 1/2"Min. PENETRATION OF THREADED AREA INTO WOOD DECK p SEE UM ATIONS OF USE OF (SEE SCHEDULE ON SHEET 15) ( ) (SEE SCHEDULE ON SHEET 15) BIADE 1 ON SHEET 19 ®HV WALK—OVER INSTALLATION 0 HV WALL SILL INSTALLATION seiaeiOW HV FLOOR INSTALLATION FLOR11BUILDING E Ni h Velocity Hurricane Zone 2015 EASTERN MErAL SUPPLY. INC. BERTHA HV,. L rE q® ia16. AmSm" Ao Accordion Shutter System H.V. BLADE{/1 W/OR W/0 H.V.WINDCNJ BLADE American ShufPer Sysfems REV.Na DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING do ENGINEERING COMPANY STATE OF t� AsB West load Inc. 1 OLD 11-193 a/10/16 DATE-- o4/to/t5 8X56 N.W.X61(.6L,71 15.)V.Fox (305)6,FLORIDA153 3316 �. Phan":(305)871-1530.Fax:(305)871-1531 42s8 West Roads Drive z DRAWING No F•••••,•. \ e—mail:lillecoccol.com West PCim Beach, FL 33407 3 �tCs G ®-0006719 Phone: (800)432-2204 . Fox: (561)209-838015-080 AL{. WALTER A nW4T Jn P.E. P.E�'SEAL.J MTUREYDATE FLORIDA LIc.9 44167 5 SHEET 6Z OF 20 END INSTALLATIONS (1� HV & HVA BLADES INTO 2"x4" MIN WOOD STUDS 2x4'MIN. ' WOOD STUDS. 1/4"0 TAPCON iVHH (AS APPLICABLE) \ / VANCED THREADFORM •�'' 2k4'MIN.WOOD F" 4/ ; 2x4'MIN. TECHNOLOGY ffw @UItDIX °� SR1OS AEO'0. WOW STUDS. ANCHORS 0 a'O.C. Y2'x4'MIN.WOOD �\ ! ( APPLICAHW/1 1/2'MIN.THREADED Y '.. STDs REO'D.FlNISN -' PENETRATION KID STUDS CREXISTING GLASS " W/MIN.1/2 THREADED y;' I 1 ! AU- ` r PLYWOO 0' m 1/2'WX � i`� EXISTING GLf55PLYWOW tF NO SN0.S EX<S7EXISTTNG CL SS `- �EO + / EX:S 2470 $PMAnOFI 1/2'MeL CDX � ---5 SCF¢tP.E aF19h2T 'I'1\'�.i'•::`ty:IvrF.vcx-y>1)• 1/2'MM.CO% '•r AtlN.gPAFwnaN PLYN00, i?� MAN. aia1ON IAN. LASS(SEE PCYWaOD, nr"'hw.''"'i•'+`X--t:�•tia+lY{S .'nCi�! 1/2'NN.CDX II FOR E4AOE©ALD m QtSs(SFE - ON m MAW(SEE _r m aJ55(SEE ON SHEET 19 FOR 1/16k3' WALL S HEOULE ON STiEEr .v ".'S.1,y %..i.n' SCHEDULE E CN SHI37 PLYWOOD. �IIDL/..E ON SHES gKg�& ,�j (6063-T6)CtlNT. FINISH 1/2'MIN.COX ii F1XT BLADE CI)aV0 ~• 11 FOF2 BLADE LGAND i/2 t-} 11 FOR P1A'OE(GANG l.� ALUM. to PLYw600. SHEET 59 FOR TNT SHEET leg ON Stw -1/2•MIN. PLATE(LOCATE 1MIN BtAtES(G&Qj FINISH BLADES(D BLADES @.AD(t"©g9 AT EITHER SIDE MIN rwmsw arP Avc+.E $10x1/2"S.M.S - ar,B O.C. -- - Lq1 1\1 4 ixain"Faw TaiNca r ° 5 4 m Ox 1MGNRu" 1 OR SEE DETAIL X FOR-/ 1 OR�° tlAc�>E onaR OR®° SEE DEraL%FOR SIDE CONNECTION 1 OR i)�� TO TRACKS SEE DEFAIL X FOR SIDE CONNECNON SIDE CONNECTION mTRADits ^d�^ ORO^d•S�^ 1o�S�^�.�^®.®„ mTRACKS Io• ©•O.67�^O.O•�^ >o«�^k�.4�^©.(i�^ ©.p.®^©,O•®^ Q«p«®^©'O•®^ N_DiPONNECTION DETAIL 0 END CONNECTION DETAIFID CONNECON DETAIL -END CONNECTION DETAIL EXISTING GLAS5 1/4'0 TAPCON WITH 1/4.0 TAPCON WITH �G%LP SNG •1•REQUIRED ONLY FOR SPANS gREATER nUW 12'-0' T 7 AWANCED THREAoFORM ADVANCED THRFAGFORM C �� _G TECHNOLOGY ILW BUILD", TECf{NOLOGY I1W BUILOIX Zka"MLN.WOW ANCHORS W/1 //z'1dIN_ ANCHORS W/1 1/2' TF:REtDEO PFNc'R?AnoN THREADED PENETMTION �1Oxlf2'Saes. txrL sa�APUTaN 4 SEE UM[TA'riONS OF USE OF M'N.sFPARAncN SruDS T�D'o. INTO,STUDS o Iz'G.D. INR7 sTuos a rz'o.c. ®,s D.0 m GI/SS(SFE BLADE to ON SHEET 19S To aas(SFE 15�11FCRHME SAND .i.' �- t/2'MIN. 1SCHEDUL1 Ton� AND 4 Q• ON SHEET 19 FDR rL* 'K ON SHEET 19 @ORQ9R�OR 1 cT tiJ O R ° 8 ,'MIN. IN. 4 `: 1�OR ° }1n`•.sG'.^I+' 'FE;• �.'• rc"•u•+y'iu• �C OR@ORO Oft 4 1G.&0•n@@) TO*®^ Z., FINISH 2`xe MIN.WOOD WALL ^®^ Q•7Q^01U•Q�^ @ORQOR gOR(@ VIM KIDS REOD. v 10.r4a�•®O1©a�^ S ' FINISH is�w®a�C.!•�°• PLAN 0 0 ^©o ^ ©o ^o o ®^ DETAIL END CONNECTION pETAI 0 END -D 10 �q (} QUILDING CODET!gh- Velocity Hurricone Zone \1p\d,tj. `1'G (�+h �•y- Cd 2015 EA57ERN METAL SUPPLY.INC. aBERTINA L'Td V TM ° M—FE � Accordion Shutter SysteatmE A ,. m E ra ra t -M, H Y. FADE#1 W/OR W/0 H.V.WlNIM BLADE `E0 WE OhF :�tt�r TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE I DRAWN 11Y: M.L "'•AC QT"�.••,•dp, eau N.W.38N.SL,Ste.JOS,NRGINIA CARDERS.FLORIDA 30t6 AS36CitItl6nA Inca 1 OLD tr-1s3 /tOf2 DATE: 04/10/15 _ Phona:(305)571-1530.Fax:(305)871-1531 4268 West Roads Drive 2 1U t�1 f a-mail:tiRecog-Laam West Palm Beach. FL 33407 DRAWING No s�10Fr,'Iv1, EB-0006719 Phone: (800)432-2204 . Fax: (561)209-VB0 3 rA�T'I•, WALTER A.TIUJT Jr.P.E. 4 15—Q�0 P.E.SIZL;T-NA(tIREFLORIDA Ltc.$44157 5 SHEET 6 18 OF 20 e GENERAL LIAAITATIONS AND D GONDMONS OF USE FOR BERTHA {i�W BLADE ACQQ$D1QIy HS S •W5TEM WORMING IN UNISON WITH F{1!WINDOW BADE tlAl A G ®` /.:\. �„ 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,—110 P.S.i. 2.MAX.SHUTTER SPAN:96'. 3.ALLOWED MOUNTINGS:A,D,G do H ON SHEETS S.7;AS WELL AS MOUNTINGS M.0,T.U&W ON SHEETS 16&17. $ONLY CEIMRMA Zt 27(BOTH W/2�4 OR V ARE ALLOWED WITH 2(rv11 z OUi, 5ED IN MUST BE INCLUDED ONLY AT LGETLI R ACCESS SIN DE OF OF OPPO G CEHSERE 16°° 5.(A)HV WINDOW 13LADE @ SHATJ.ONLY ALLOW A MA)OMUM OF 5 OPENINGS TYP.EA.END a a (3-0 HOLES)FOR 4�4 PER BLADE AT SPACINGS SHOWN ON SHEET 4. r /T� (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1"1 MAX.5 WINDOWSr OF ANY 3'0 HOLE FOR(9 SHALL,BE 12'. WIND ALLOWOBA 'y LADE 19 a (C)FIRST OR L9 BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV SS WINDOW BLADE 1 inn a a 1 WINDOW BLADE (3 MUST DTH. BE USED ALTERNATE TO A SOLID HV BLADED THROUGHOUT' (E)C LL ALWAYS BE INSTALLED ADJACENT TO A SOLID HY BLADE T AT MAXERHEft SIDE OF THEM. L 1 X 0 0 1 TIE HV WINDOW _ SEE EIHQ BE INSTALLED THEILYCARBONTERIOR OF THE OPENING B NG PROIECTER HV WiNSD�W TMAB�S FACE CONNECITONBE DETAILS ON SHEETS '� a_ a ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID E B'!ASSA 10&i8 TTP. k INC. FULL HEIGHT. 3*5 WG;R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME z 1P YP k>j BUILDINGS ON SHEET i5 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES E 9 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEET$ 12 &13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I&2 ASM). 8.MINIMUM SEPARA11ON TO GLASS SCHEDULE: (SEE PLAN FOR REQUIREMENTS) � D H TYP TOP&BOTTOM SHUTTER SPAN MINIMUM SEPARATION TO GLASS NUMtTED 5'A B6'Max. 5' ELEVATION rsN SEPARKBON TO CLAM T FJOSIING GLASS SEE SCHB;UL6 ON°sHaET 12 FOR BLADE(D HEET ---_--______________,—_ — _—__. — ON IHS--FOR ES(1)& �� AL 2&QE VR ABOVE)P. 1 ¢� ti 0 P. SIT ICAO CENCERMATES W/0 R f5)AND (SEE NOTE 4 ABOVE) PLAN ti` 2 4 TYPICAL M Hy 13LADE WORKING IN UNIT r"917.4 V WINDOW BLADE 1(� SHUTTER* �`�—___ �• y� BUILDING ODE High Velocity Hurricane !Zone CG3 2015 EASTERN METAL SUPPLY, INC. BERTHA H@ITM 1 �� ho Accordion Shutter System pH.V. Sn#1W/oz w/o KY.WINDOW BanE American Shutter Systems REVJI. o DATE 113MWN BY: ILL .� o,•F/ TILLIT TESTING ENGINEERING COMPANY 0�(+•..•40 10• i.�'- 8]55 N.W.351h.St.Sta 3a5,VIRGINIA CH2DENR FLORIDA 3716 Association, Inc. 1 OLD 11-193 /10/1DATE 04/10/15 A ss� Ph.na:(305)071-1530.Fax:(305)871-1531 4268 West Roads Drive z pF:AWING No•—_�{� '- a-mail:till...00.1—M West Palm Beach, FL 33407 3 • ........aa.... Ee-0006719Phone: (800)432-2204 .Fax: (561)209-8380 4 "�5—Q8� WALTER A TILLIT Jr.P P.E.SEAL/SIGNATURE/DATE FLORIDA UM#44167 5 SHEET 6 19 OF 20