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HomeMy WebLinkAboutPool Alarm Affidavit r J' Sf 1"u, , ,n Home Depot Contractor License Numbers: -7 -01 qq FL: EC0001440,CGC1514813,CRC046858, CAC1813767,CFC1426021, CFC1427642,22640,CAC 1818831, CCC1331113, CCC1331130 Salesperson Name and Registration Number: KEVIN C WALSH SR : Home Improvement Agreement Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/or service the equipment listed below at the price, terms and conditions as outlined on this form. Customer Information: Elizabeth Terry Miami 10408288 First Name Last Name Branch Name Lead# 9440 meadowood dr unit 101 [FORT PIERCE FL 34951 Customer Address City State Zip (772) 801-5741 Home Phone# Work Phone# Cell Phone# lt03l546@gmaii.com Customer E-mail Address NOTICE OF RIGHT TO CANCEL:YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 6500 NW 12TH AVE SUITE 110 FT.LAUDERDALE FL 33309 Address City State Zip or Email CustomerCancellationSouth@homedepot.com BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER - SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A different CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR PROFESSIONAL, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT THE CONTRACTOR GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YOUR RIGHT ,:TO CANCEL. Acknowledged by: rt �t . f °`- 09/23/2017 Customer's Signature `xc, +' NII—) Date ,x 1 Contract Price and Payment Schedule: Payment of the Contract Price is due upon completion unless a different payment schedule is specified in the State Supplement. 7565.00 Includes all applicable discounts, rebates, and , taxes. Contract Price $ Excludes finance charges.* Minimum 10 %deposit$ 756 Due Immediately Remaining balance $ 6804 Due upon completion Finance Charges *Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which The Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payment(s) made payable to The Home Depot. Insurance proceeds will ❑will not be used to pay some or all of the total amount of sale. Description of Work to be Performed: Installation of Storm Protection A more detailed description of the work to be performed is included in the section entitled Scope of Work which appears on page 3 of this Agreement. Anticipated Delivery Date / Installation Schedule Approximate Start Date: 11/18/2017 Approximate Finish Date: 12/16/2017 All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorization: You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents ,at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emails and PDF documents. BAy.�,Jnitialing this paragraph, I consent to receive only electronic records related to this transaction. IL e, Initial `,.Acceptance and Authorization: By signing below, you authorize Home Depot to (a) arrange for Service `Provider to perform Installation and/or(b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's/permitting information may need to be provided to You later.) By signing, you acknowledge that you have read, understand, and accept this Agreement in its entirety, including ;the General Ter s and'i\Conditions and State Supplement, if any. You further acknowledge receiving' c mp ete �opJ%,,,phis Agreement. Keep it to protect your legal rights. X -: 09/23/2017 Customer's Signature E Date X Co-Signer(if appllca�le) - Date ° . 09/23/2017 �( Fr . Safes Consultant's Signature Date License number(s) held by or on behalf of the Home Depot: 2 FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 License numbers are subject to change in accordance with local or state government processes. For the most current listing of license numbers held by or on behalf of the Home Depot, please visit www.homedepot.com/ licensenumbers. Scope of Work Job#: (Intemal Reference) Products: Spec Sheet(s)#: Project Amount Roofing ❑ Siding ❑ Windows ❑ Insulation 10408288 ❑ Gutters/Covers Ll Entry Doors , Storm Prote 10408288 $7565.00 ❑ Roofing ❑ Siding Windows ❑ Insulation ❑ Gutters/Covers ❑ Entry Doors ❑0 $ Roofing Siding Windows ❑ Insulation $ ❑ Gutters/Covers ❑'Entry Doors ❑0 Roofing Siding LJ Windows Insulation ❑ Gutters/Covers ❑ EntryDoors ❑0 $ SubTotal $7565.00 Sales Tax $0.00 Total Contract $7565.00 Amount Warranty: The warranty on the work identified above is listed in the General Terms and Conditions, or if applicable, specified in the following documents: Warranty Name(s): 3 1, ('71 (7- ►�� ` Y lee5 -QVWWR MEASURE SHEET .t:�. Job$: 10� 9901 Customer. ELL 2,40 e 1t . t•!- i�y Date / HDtir.i�';' :Consultant G t1�1`' W✓.f�7Y� it Consultant Cell Nos ^ - - C /` : 1./�l v ! Install:Searriless.Aluminum 5"or 6"Gutter with Standard or Commercial Downspouts SKETCH ENTIRE ROOF x t x x . . x . x x x x x Key Code Install Gutter No Gutter:_______ { Y I Story Doom Spouts f z 1 Sto y Down Spouts I p I Fower Line s MEASUREMENTS AND SPECIFICATIONS 1,Remove Existing Gutter(v one) Yes[] No[] Leaf Protection Panel Yes No 2.Gutters-(Linear Feet) 3.Leaf Protection-(Unear Feet) 4.jotatfiet of Downspouts Section A Section A otal Feel.of I Story DIS #DIS x 13= % Seclion 8 Section B (Ea:h.DIS 13^) Section C Section C Section D Sectlo Total Feet,of 2 Story DIS #DIS x 23= (Ea--h DIS 23") Total Lin Ft. C71 ta1 Un FL Note:6"Clutter=one DIS every 40';.5'Gutter=one DIS every 30' Gutter Color. LP Color: DIS Color: 5.Roof Type(q,one)! S.Other r� Composition etal ❑ Tile D Fascia Board u Open Rafter Tal s ❑ (select one style below) PROPERTY NSIDERATIONS(v all.that apply) ower tines,.may need to tum-oflPoor Access:special equipment required Open Rafter Tails(4 one) + aw . �.,. Y.W6'• • 1-kj�,��'� 91 � �r.:. .rte�� Measure Sheet MUST be Included with ag Wad sales jPictures are REQUIRED on.All jobs COMMENTS r• r WINDOW PRICING WORKSHEET MIAMI COASTAL Customer:._Azalm,!�T7wJob #: � . -consultant, Z_ 7v. 7F, 77,_ WINDOWS l PANELS GRIDS Storm `2` 1,.x 2 "3` 74` 3 x 4 Protectl6n Windows, Window: Size Price/ Window Price! .#Sashes Grid Qty.x Gilds& Qty. Style Serles Color (UI) Window Price Sash w Grids Price " Price Storm Prot. 1775 177 (A) TOTAL WINDOW PRICE (BEFORE OPTION'S): 19-3.50 Florida Building Code Online Page 1 of 2 t r W S ( pu1-1 a` SCIS Home Log In User Registration y Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff; BCIS Site Map Links t$eSearch (. Busjnes / � FOfess� � Product Approval (" USER:Public User .Rtg*u-,h c)n, t�. Product Approval Menu>Product or Aoolication Search>AoolicatiUn 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@easte rn metal.com Authorized Signature Bill Feeley I ro d ri g u ez @ e a ste rn m et a l.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 C01 HV Accordion Cl HVHZ odf 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:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f o2ftCOhpJQ... 7/10/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/26/2015 bate Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing#15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 11 A S S.A INC drawing DRWG.15-081.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 FL1B50 R10 AE A S S A INC P E.R DRWG 15-081.Ddf psf positive ASD load and 13'-0"for 35 psf negative ASD Created by Independent Third Party:Yes load for 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.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 13'-2"for 30 FLIB50 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- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ) -Drwg#15- (top and bottom)for storm protection 080 Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 11 A S.S.A. INC. Drawing DRWG.15-080.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Parry:Yes esign Pressure. 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:odf 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. Back Next Contact Us::1940 North Monroe Street.Tallahassee Fl.32399 Phone,B50-487-1 B24 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: 0 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 7/10/2015 GENERAL NOTES: 1.BERTHA H.Y.ACCOftOION SHUTTER SYSTEM SHOWN ON THIS PRODUCE EVALUADaN DOCUMENT{p,E.Q.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(51h EDITION) n r�- OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SSTEM MAY OE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, TABLE OF CQNTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1626 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTYFR 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' HY, BLADES(1) & I IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE Wj MAX.(A5.C)DESIGN PRESS RE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.EO..AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE M ALLOWABLE LOADS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS.BERDIA SYSTEM COMPONENTS 21-37 SHEET 3 M.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WS BEEN VERIFIED IN ACCORDANCE WRH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 REPORTS: -HV BLADE Q 80214.01-03,,40715.01-03.81004.01-05, 8121401-05.BO317.02=06,80609.01-10 AND#0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS A ?• }TSA BLADE AND }'(� WINDOW._g �ELN' &81220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ®80505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL ' TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2.HV BLADE Q AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA,UMTTATTONS AND CONDITIONS OF USE INDICATED ON SHEET 19, INSTALLATION DETAILS A-F,CONCREIE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 8 14X2.75 AND d 14X1.75 RESPECTIVELY,410-Hr MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 kat YIELD STRENGTH AND IBD Iol TENSILE SIHENGTH.PINS SMALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY OENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE MV MARKING ON THEIR HEAD. 4.ALL ALUMINUM COREUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INOICATED ON SHEETS 2 AND 3.MINIMUM YIFLO STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksT AND 35.7 ksi END CONNECTION DETAJ S 1-6, CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN,YIELD STRENGTH AND 90 ksi 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.DOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 wMINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ARCHON'SPECIFICATIONS:HN BLADE(1 : 12.13.14,14A,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE 0&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 86'779,582.COMPONENTS OF TMS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85'456.179 ISSUED TO END CONNECTION DETAILS 7-12&X.WOOD SHEET 16 EASTERN METAL SUPPLY,INC. 9.IT SMALL BE THE RESPONSIBILRI''OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER ITS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/LAUU(ALL SHUTTER COMPONF3NT EDGES WHICH REMAIN,THRU FASTENING IN COHnNUbus coNTACT-WTDH THE BUILDING TO PREVENT WIND/RNN INTRUSION. AREA 3' HV WINDOW FRADE N,14 ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURINGPERIODS OF HLRRICAHE WARNINGS HOME'OWNER,TENANT,OR GIVERS,MUST PROPERLY CLOSE ALL TYPICAL SHUTTER ELEVATION SHEET 19 HY AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. , 11,SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCADON.AT ACCORQIom SHUTTER IN ACCORDANCE WITH SECTION (710.8.3 OF FLOR7nA SUILDING'CODE ONE LABEL SHALL.BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE � _V«-�-__ AREA 4' HV MNDOW BLADEE 1 'ONLY 12.DERT1qI N.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUO WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. . /3.(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 DIE 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 RESPONSIBILNY. (e)THIS PX.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY USED TO OBTAIN PERMITS IN THE SPATETE OF FLORIDA (d)SITE SPECIFIC PRojEcTs'smALL BE BE RESPONSIBLE FOR THE PROPER USE POF THE P.E.D.ARED BY A OENGINE'ERRIDA 1 OAF RECORDED ,NEER R ACTINGASA DELEGATED ENGINEER TO THEE P. D ENGINEER ARCHITECT WHICH WILL BECOME THE RECORD U ENGINEER SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e}ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED tr. IIIIIIF//��AAi�i i� 0 D U� D Hi h VelocityHurricane zone Pi.T11 f� B 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM F, N Accordion Shutter System Iim-. Ang , wA. Y, VAT'!t)01Y T3.AOE `�� -" �� :•r TILLIT TESTING & ENGINEERING COMPANY American'Shu#er SySfBrnS REV.N. DESCRIPTION QATE10/ DRAWN Ovi M3_ ''- icy YA 655;N.W.380 5L,S/a 305.VRGMA GARDENS,FL080A J316 Association, Inc. 1 GLD 11-193 4/10/1 oATE M/1BI15 izz. (� •L }�`:`•' 4268 West Roads Drive 2 Pham:(305)871-1530.Fax:(305)871-1531 DRAWING No �Z`+ -moll:011eooaool.rnm West Palm Beach, FL 33407 3 -; Sj(}AAL�'V e- oEt1-0006719 Phone: (800)432-2204 .Fax: (581)209-8380 4 15-080 WALTER A DLOT Jr.P.E. 6 SHEET P.E.SEAL/S16NATURE/DATE FLORIDA Ue.8 44167 5 OF 20 VAR 360 MR MNDM BLADIE 'Es 1.9 Mo. o 4.371' mSJf =4 4.9911' 5 HV 90'ZIOLSTARTER HV UNIVERSAL FLOATERWal QUALIFIED OR USE W/ COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE 04 HV DIRECT MOUNT KV BLADE'l 605-75 ALLOY AND TEMPER QUALIFIED FOR L15E W1 MV 6063-TG ALLOY AND TEMPER BL *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-76 ALLOYADE AWdl TEMPER .121. 6063-176 ALLOY AND TEMPER 3.226' 70. 2 670* 3.556, f ' . .994" 67 I.COG* 67o- 2.226- 72 842 4,897' 615' .o92' q *-43 12 1.373 O.D?Z' 07 HV AQJ, ADAETER WZLIP .920 3 o.o7 QUALIFIED FOR USE W/ HV HV WALK-OVER TRACK BLADE(1) QUALIFIED FOR USE: W/ w (�)HV IRENCH TRACK ��HV ADJ. FLOOR TRACK G063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV CUALIRFTI FOR USE W/W $063-16 ALLOY 2. TEMPER BLADE(D ONLY.' HV RAINUA w BL.ADEAq • 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UAE W1 6063-T6 ALLOY o TEMPER '.7 VARIES BLADE 226 I' I-01 VARIES 1.9.36" 6063-T6 ALLOY A D TEMPER 1.917 ,083' k083' 063' 0 ..93* .100, a 67o o6o- x6o' or, M 0 8 o 1.686- 670 -3.51D, n1l HV CbLINQ HEADER (p HV HEADERISILL NO CEILI�.G EJEAUERISIL QUALIFIED HV BLADE NLY @� (9)HD WALL HEADER/SILL 007CUFIED FOR USE W/ HV BLADE(l)ONIY. rJZl�T'6USAELLWV ANP TEMPERDO QUALIFIED FOR USE W1 HV ElLADE0 QUALIFIED FOR USE W/ HV SEE SECTIONS FOR VALID[TY7 SEE SECTIONS FOR VALIDITY. 6063-TO ALLOY AND,TEMPER 6063-T6 ALLOY AND TEMPER GLADE(D ONLY. 6053-T6 ALLOY AND TEMPER COMPONENT A . 8 TI TZ Y I k .. 2* I- �0.0021 < 2" 5-MAX 1/8• 1/6'18 . _z- 0.192- 16 SIDE ANGLE 2.5" 7'MAX. 0-190- 0.190" CORNER POSTS QUALIFIED FOR U§E W/ HV I U A 0 ::J— QUALIFIED FOR USE W/ W BLADE(1) QUALIFIED FOk USE W1 HV BLADE(D BLADE W ONLY, 5063-T8 ALLOY AND TEMPER L NO TEMP 6063-T6 ALLOY AND TEMPER 063-TS ALLOY AND TEMP Ed )A BULUNG CODE(High Velocity H one Zone] FLOR11 0 2015 EASTERN METAL SUPPLY,INC. BERTHA "GEN"' HVT. "y s---- e f A,S.S,An Accordion Shutter System 11LIE C 0 INC. FLv. WNDOW American Shutter Systems "�_Ill DISmi-oN DATE DRAWN By.- M.L TIL IT TESTING ENGINEERING COMPANY OLD 11-193 DAM 04/10/13 '1_•0-17/67100F . Assoclation, Inc. % 38u,BE-St..3w.�IRGVIA GARDENS.FLORDA 3318 z % 4268 West Roods Od- DRAWING No Ph (=)BTIr1530:F­:(305)U71-1531 West PaIrr;Beach, FL 33407 —3 15-080 0/0 Ahone: (800)432-2204 5a.. (561)209-8380 —4 WALTR N L _ A.TILLIE J'.P.E.P.0 SHEET FLaRVA Ll�. "167 RE., SIGNATURE/DATE 2 OF 20 4.660 R$76• 9 B' t/4'-30x1/" 1/4-IO IE CAST 718` .29'3' fUT HEED THREADED HOUSING OtAUJL 293• .745` v.J4" 7/f zq �•3{O• o O .,4, p ti¢ `2S.*S� g 8AKE0 pHNfED TNREAOFD IxN14g10 FHwEL .062• a ~ 3 4f51! ® n } CRESS TURN m \J y m NNPe. 1.325• Pi ' URSS MJNOER 9R155 CnNUFN 21 HV CENT RMATE a R) o — 4 PLMm) QUALIFIED FOR USE W/ HV BLADE(Ddc®ONLY 11i€I Y A G CE TE a so, 1.3zs HV LOCK HV EG ESS LOCK 6063-TO ALLOY AND TEMPER QU ED FOR USE W/HV BLADE I & I ONLY o• 3.023 875- QUALIFIED FOR USE W/ HV QUALIFIED FOR USEWJ HV 6063-T6 ALLOY AND TEMPER SLADE(JI & (0 ONLY. BLADE 1(1 RE ENER CE NT� Q ALtFlEO FOR USE W/ HV BLADE I ONLY 250"O.D. 2. 4' 6063-i6 ALCOY AND TEMPER _pts, 1B` 1.756` 922' PLASTIC HFAt) o 4.045' 2- NO{D�� 2__079- 1 75S ry b g6'I^ p 1 60-AFTER RNEDNG •oo u Ir � BEFORE RIVETING 9 °• i r " 1/4"0-20 X 3/4" j+ 4"at-20 RIYNUT"S.S., THUMBSCREW 1•__2760 { L7� 1 _ gr g °�' *SERES 0444 ALUMINUM(2024-T3 ALLOY)URGE FLANGE THIN SHEET NUTSM,PART/0820,AS MWUFAC IUM 9Y AVDQ PLAN � FRONT ELEVATION � HY MALE "T" LOCK C E - 4.66 922' CHERRY TEICTORN.PARSIPPENY.NEW JERSEY 07054 OR EQUAL Q 'LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/i BLADE 1 ONLY HV FEMALE "T" LOCK CENTERuaTE HV "T" LOCK 0 HV ALTERNATIVE LOCK, QUALIFIED FOR USE W/ HV BLADE cI fONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W 14V BLADE ONLY ONLY QUALIFIED FOR USE QUAUFIED FO USE W/ 1P/ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEP V BTQ W/HLADE ONLY. BLADE 1&ONLY. 1.917 1,017" .5- - 3.161 p A 3` .063' J I• a.�/�7�,�ppt���+..,,� THUMOTURN .063 ,O¢2- ° `111" CYLINDER OR \\+I111Y-'9 KEY CYLINDER n _ 'LOCKING N N 0.87$ Min. 31 HD CENTERMATE II�� NO LOC I ROD $ ° ' •'25 M°x- gUALIFlED FOR USE W/ HV BLADE I &i HD•CENTERMATE W/ LOC t G RO❑ •`0 P o gUAUFIED FOR USE W/ HV BLADE I & 1 D CE E'S SE �• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER � *EK YARtES,i2'MIN. QOAUFiED FOR USE W` HV GLADE 1i!1's-20R.S.oR ala'x-16L13o' 6053-T6 ALIOYRANO TEMPERBrORN A.INUHOSGREWS. *1/2'aETARSDoDER EY DER °i •N 1.78-Max. LOCKING RODS 75'4 1/4,0 HD LOCK QUALIFIED FOR (V BLADE C:l 3/8"W-1 ACETAL HV 1,/4" 0-20 AISI 3� BY REGENT HARDWARE MORTSE LOCKS SERIES 2333 HOOK BOLT LOCK, ,,�� 6063-76 ALLOY AND TEMPER THUMBSCREWS ERIES S.S. MUMBSCREH'S QUALIFIED FOR USE W/HV BLADE 1O& 0A b &INSTAL.UITION WILL REQUIRE A 7/16"HOLE QUALIFIED FOR USE W/ HV BLADE@1- QUALIFIED FOR USE W/ HV BLAD£ T DTRIILLED AT TRACKS FOR PROPER EMBEDMENTFLORf� N E R. h VelocityHurricane Zone ,11111T'1,ER A. 7J R3 2015 EASTERN METAL SUPPLY, INC. ,,,` �4? ... .•..ltiv_ BERTHA H�BTM a Z�TiLM_E rN�. Q■ ■ ■A■ Accordion Shutter System * 577 ADE American Shutter Systems REY.NuV �°F�S�IPnPNfI w� W/o �QPAwu MSL -p t * TILLIT TESTING & ENGINEERING COMPANY BTA��_ : .1SS N.X 36Ih.St-SI,705,VIRCIMA GARDENS.FLORIDA 3316 Association, Inc 1 OLD 11-19J 1/10/15 GATE: 04!10/1S ,P-- Phone:(305)871-1530.Fax 1(305)671-1531 4268 Wes( Roods OdWe 3 DRAWING No ° `"ee Uo...O.o1.`a"' We Palm Beach, FL 33407 3 Mu.TER A nWT a.,p.E Phone:(800)432-2204. Fax: (501)209-8380 4 15-080 101fC�DATE FLORIDA Ue. (6167 5SHEET 0 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV 9 12'MIN. kq kNCE 625" 0 BLADTOP 41 4 EqGEE ��IA ".1873 1 — (D W BLADE I Mv"NOCA,BLADE .106 1 2D, OR 0825 .0624" 14V BLADE 1A 875- Y t.• BLADE'S OPENIN�-\ W-LONG RECESSED NYLON BUSHING n KNUCKLE .0625 0.06 S" HV SHORT RECESSED NYLON BUSHING RI.7 0 ILAT FORD ON NYLON HAT WASHER (DOR (9 3—1 8 3 41 02,750* @4 W WHEEL CARRIAGE AISI 302-303 SERIES 0n 44 2 71W MIN. kv Dow 0.870*x3/15'THICK NYLON WHEEL T—t CLEAR —J-u C'. 3.7500" 0.188"0 AISI 302 SERIES S.S. RNTTS —4 S BETWEEN 625' 0625' BLADE 6'3^' HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR N G .7500' W 2 3/4- ACCORDION PIN W/ #8 HEAD 7-1/4' %muft-04MM CLEAR POLYCARBONATE IMPACT RESISTANT KV WINDOW BETWEEN TYPICAL HV WNDOW ULADE 9,AND lfq�- -2ps ON-I (1)OR ENTERS POLYCARBONATE HY WINDOW_DETAIL (D OR (a N.T.S. -0 or @ • VC.E NOTE FOR (D OR (9 POI YC RRONATE IMPACT RESISTANT 1JY WINDOW E IREMENTS) BAYER MAKROLON 3103 POLYCARBONATE I,Q.N.C 0 4CE RESNS, UV-STABILIZED GRADE OR SAGIC TO OLADr Of r IM INNOVATIVE PLASTIC LEXAN 103 RESIN EQUIUMENT5 AT EXTERIOR BLADE KNUCKLE FOR zz Hyffl (D OR I (SEE NOTE "I" ON SHEET 19).w (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W/ HV 1D OR POLYCARBONATE SOURCES FOR EXTERIOR AE FzSMT HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY TYPICAL PROPERIIES 01"AMAD 14V PIN 0EA,AT (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT on SPEED BLADE WHEN CORRESPONDING TO INSTALLATION "If", SHEET REQUIREMENTS) -048. "Su�gmu&" ASN O030 9.406-L 9.500 P,J. Ir njCCU SMMM AT AM 0790 Itsod-J, 13.400 P."3.cm to.' 0..3 bN r 7 BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM I/ HV 00-324- (�l (SEE NOTE FOR AsnJ 40000 P..l. 315.U00 Pal. (.3) HV PIN @ OR @ W/ ;/2" O.D. 1/16" THICK SS. WASHER 9 oN9 u9mnusD7.O 3 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, NOTCHED IZOO AM M- 16 FT-M/I� w FT-MA. SHEET 47a 9 .4A X SMOKE DENSrVY AMU 071543 WHEEL CARRIAGE DETAIL MAx -M 0,SUR am O-Z C-1 CLNSS -1 culss SELF� �.1... —I Pm r )IrAnIEM: ASM 0155 ,Be;U ,INMM MER%VAjRMMGj MM 838 9302 pxL 80"p.L 1 V BLADE Y W1�QQW BLADE SOLID HWITEKSILE=US OC`OM `ae s. 0,� FLORI G, COD F(Hi gh VelocitY Hurricane Zone ..• 0 2015 EASTERN METAL SUPPLY,INC. . ..... BERTHA HVTM Accordion Shutter System A.&SAIIIIII V ri q�o BLADE#1 W1 OR W/O�H.V.WINDOW BLADE Shutter Systems GATE DRAWN Em. M.L. American FrEY.N- DESCRIPTION TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 4/10/1 DATE' 04/10/15 I OLD 11-193 %L OF e. 5� W.36t&St-st�"S.VRGM cksms.FLOODA 331st —2 DRAWING No "Ci-­. N 4266 West Road. Drive (JOS)871-t5jo.V..:(305)871-1531 —.11: West Palm Beach,.FL 33407 —3 ..... 15-080 it EB-0005719 Phone: (800)43Z-2201, Fox: (561)209-8350 —4 % 701VAL WALTER A.TILUr Jr.P.E. 5 SHEET I P,E..S FLORIDA Ua 1 44167 �' °" _,t••� *Z(OTES ON HV LOCKS AND CENTERMATES 1.1LrA6H7ATORY CONMMN it:ONE HV LOCK p or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN s�, OR 12'ABOVE Oft 8 OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105-,AND FOR INSFA TIONS AT ANY A 8 c ° �' w N s r u 4 °"tLw'� ELEVATION_FIV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO q9 OR ,f#��,�e•.Ga. CENTERMA7ES Wf(2) 7/4"0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL @E AS INDICATED ON TYPICAL SHLRTER ELEVATION. 2. �•5 a 4 Et00R,/J RO IlCiNS� TWO FIV LOCKS -OR OR ONE N LOCK OR W/TWO� LOCKING RODS AT TqP & BOTTOM SHALL BE SEQ F ANY SPAN AN IN ALLAR AT ANY ELEVATION. 106. !1V LOCK(a OR SHALL BE ATYACHEO TO 'OR(. CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION fit..LOCATION OF LOCK LOCKS AS APPLICABLE SHALL.BE AS INDICATED ON TYPICAL t7 SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. °B-xYe 3, DLII IF DESIRED.FOR BETTER PERFORMANCE OR FGR SECURffY PURPOSES,UP TO TWO MV C7 I LOC ' OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES �� n 4oR oR OoR 4 OR SHAH BE AS INDICATED ON NOTE (1)ABOVE -0 LOCA,ON OF LOCKS S14AU BE AS INDICATED ON TYPICAL SHUTTER FLEVARON. 4. 111F t2 IS usm w�(Q HV LOCKS) LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY o _ BE USED IF DESIRED TO ENHANCE SHUTTER FERFO MANCE. LOCKING RODS Oj OR AN ALTERNATIVE DEVICE G � -,-.(1'va, MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �3 "be-Nvc Sa Zf 5.MI&HDtITORY CONOfDON&'ONE HV LOCKo SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN s AND INSTALLATIONS AT ANY El_*nON. HV LOCK or(�SHALL 8E USED AS AN OUTSIDE OR INSIDE LOCK. 5^ ° z ' gg 9 ATTACHED.Tb®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS TAT g � AT TOP &BOTTOM 114ALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION_ _ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 1NSi l7ONs AT AM�ELEVARONC AL NATE LOCK® MAY BE USED A.S AN NSIDE 0 011TSIOESLOCKA ATTACHMENT OF 1/4'0-20x3f4"SS.THUMBSCREW TO OR CENTERMATES SHALL BE MADE'Wj i/4.0-20x3/4`ALUM, RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT t/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. 7. u.,A..:', 'T3}fO(CONDITION 13 FOR KEYSTONE MOUIMO,NISTALIABONS., ONE HV LOCK or or SHALL BE S NNE,CTION END-J USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12`ABOVE O$BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP PF DETAILS ONt u t K t N P o A v W z TO 96, AND FOR INSTALLATIONS AT ANY EIEYATiON. ITV LOCK 0 or q0 or®MAY BE.USED AS AN INSIDE OR SHEETS TVP. FULL It OUTSIDE LOCK, MACHED TO 0 or®SYMMETRICAL CENTERMATES`W/(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. HEIGHT. LOCA71ON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS�W/Q� OF CORNER OR®TOP AND BOT1OM IS COMPLETELY MANDATORY., u1L13 mo CENTERMATF # S O LOCR D C S: O ® +� ONE ALTERNATE HV 'T" LOCK t�MAY BE INSTALLED IN UEU }IV LOCXS OR PoR ANY SPAN AND STALLAITON AT ANY ELEVADON. ALi'ERNATE LOCK.® Y @E USED AS AN iNStOE ORO IDE LOCK.ATTACHMENT OF LOCK®INCLUpES USING REINFORCING LOCKER A5 SHOWN ON SECTION NVG.SHEEP B, WHICH MUST BE 4433 �O/ j CONNECTED TO CENTERMATES®aN0®Wf tf4"0-20 x 7 1/2"LONO 5.5.THREADED @OL7 W/7/8'0 x 3/32' riM1NGNUT OR W/ 1f4'91-20x1-S,S.M.S. INTO A 1/4'0x S/8'RNNUT. LOCK MAY @E IN51'AU.ED AT MID5PAN OR 12- J Q *NOTES ON HD LOCKS & CENTERMATES: TYPICAL i. : ONE ALTERNATE HD LOCK Q MAYBE USED IN UEU OF 1 HV BLADE SHUTTER ELEVATION }Td LOCKS U OR 5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF NO LOCK SSI TO J9 IS W/3#8 It 3/8'F.H.S.S.M.S.•AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB- AND DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT � RMA PUILDING t'FFFFF�Fz���r�^ MADSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ 15 COMPLETELY OPTIONAL tF n i n i h Velocity Hurricone_j= 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Tk 11LIE C a imc. Accordion Shutter System 1/iSF H.V. BLACE#1 W/oR W10 RV WINDOW 19LAIDE -• :•� TVLUT TESTING dt ENGINEERING COMPANY 'Amerloon Shutter Systems REI..N. DESCRIPTIO" bATC ommt or: M.L. 85,33 N.W.3618.St.,Sta SO,WMIA OVtbou,FLORIo4 3316 Association, Inc. I ow 11-103 4/10/15 DATE 04/10/15 POone:(305)871-1530.F°.:(505)871-1531 4268 West Roods Drive 2 I•' —.11;t8t—coOi.cmn West Polrn Beoch, FL 33407 3 DRAWING No �.ssl��]�,.�,.• 101-0006719 Phone: (800)432-2204.Fox: (561)209-8380 4 -•d$y i.,,"'tiff+f<`•r WALTER A TILLR Jr.P.E. P-E.SWSIGNATURE/DATE FLORIDA Uc.g 44167 5 SHEET, a 5 OF 20 POURED CONCRETE POURED POURED OR CONCRETE BLOCK CONCRETE t +'o-20x3 4 S.S. CONCRETE CONCRETE ANCHORS CONCRETE ANCHORS CHINE SCREWS REQUIRED _ REQUIR@ SEE SCHEDULE ON {SEE SCHEDULES ON Wf 1/4"-20 CONCRETE ANCHORS SHEET 13) SHEETS 13& 14A) NUTS m 12"O.C. (SEE'SCHEDULE ON SHEET t3) 1• I" _-= 1 oR 14 20x3/4"S.S. Min. r1 4"m- ___ 17 OR 18 EO USING 1/S4*-20 SNUTS 1B EO EO o 12'O.C. 1/ E.o L_ r26o•Mox. -- -- 13 oil 15L _- S 5 aDo".E.0 E L� I .200"Mex. Max. jOPTIONAL r t (i j "OPTIONAL I MIK SFPARADONMIN,SEPARATION I S.TO MASS(SEEWEDU E ON{EM y� i i ' i To CUSS ST �71 FDR BlAt1E : ') i OR �jA+ EXISTING: SHEET11)ON ) EXISTING SHEET'19 FOR i I , M97.SEPARATION �R TO GLASS ' 1 GUSS 1 BL/1DE-S & I I. GtA:rS- -t © l•7 (SEE SCHEDULE ON pCSTW i SHEET 11) 1 GLASS--i �C HV WALL HEADER INSTALLATION •.A� HV WALL HEADER INSTALLATION d HV WALL HEADER INSTALLATION I:%ISDNc DOSING CLASS--1 i MIN.SEPAISgT10N T GU155--� NIK SEVARATIOPt � (�'� i i S EXIST7NC I TO CLASS I I aEPA -fit OR (R , GLASS'— (SEE SCHEDULE 0 ' 1ny �tI I MIN.SEPARATION I SHEET 11) tFOR ty r TO GLt55 r I 1 r' If BLADE®& ! i (SEE SHEET LII.E ON �,...-OPTIONAL . I I i ) , I a -2 Moz 4'Nox. oPTtaNAL ;' I; / "�4' 13 aR t 5 --- EO 1./ 19 13 OR T 5 t' -- t/4'm_20x3/4 S.S. Alin' / --- ET-, EQ PHILLIPS TRUSS HEAD t/4"m-2M 4"SS.PHILLIPS 11 71oR 1 B MACHINE SCREWS USMG CONCRETE ANCHOflS 77tJSS HEAD MACHINE SCREWS ONCRETE ANCHORS tiJ 1/4'-20 NUTS 0 12.O.C. (SEE SCHEDULES ON W/ 1/4'-20 NUTS O 12.O.C. POURED CONCRfIE (SEE SCHEDULES ON Min. POURED CONCRETE SHEETS 13&14A) DR CONCRETE BLOCK OR CONCRETE BLOCK NCRE>E ANCHORS REQUIRED Z=T­" o WALL REQUIRED C) HV WALL SILL INSTALLATION (SEE SCHEDULES ON HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13& SAA) OR CONCRETE BLOCK !_ WALL REQUIRED (g) HV 'WALL SIL INSTALLATION H4ZT•FOR CONRI 1.111 OF SECTIONS!TYPICAL INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHL17TER *E O.-EDGE DISTANCE 22-3 MO.UNTTNC SECTIONS CAN BE COMBINED {SEE SPECIFICATIONS ON SHEET 13) S ADEI�ONNS OF SHEETUI Q FOR it/ H V B LA D E IN ANY WAY YO SUR ANY INSUW ATON. s F����� i�� 11;nI IN Til _ 0 pA BUILDING C0 Hi h Velocity Hurricane Zone 1 .. 9- 0 2015 EASTERN METAL SUPPLY,INC. NSBERTHA.; BERTHA H V TM A.� `�•�7.A. 1 L E C C> r x c. Accordion Shutter System rT.v ei/,QE#,vr/az w/o RV. Wrloow s(.nQE r (�� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ru'm DEO 11-19 DATE D1 DAN 9Y: M.L. Association, Inc. t ole n-tea +/to/1 aA,E G4Jtohs a ,� j}4: .j•; &T55 N.YL 362R.St„Sta J 5,M INA W ODDS,FLOMA 3316f 4265 West Roods Drive 2 y�.� Phone (303)871..1530.F x:(305)971-151t DRAWING tJa pi�a a-mell:tAteaoOaol.cam West Polm Beach, FL 33407 3 SS/01<R� t,i'r EB-4008719 Phone: (600)432-2204 . Paz: (561)209-6380 4 15-080 't�/ 1r,I WALTER A TILUT 41.P.E. 8 SHEET' P.E,SErv.AS<ICNATUREfDATE FLORIDA Uc.9 041sT 9 R of zo POURED CONCRETE ANCHORSJ/1 OR 9* CETE (SEE SCHEDULE ON SHEET 13) ONCR10 GLASS(gg ! —1L7 ONCIT Eb EDGE OFtai r a�c'E('�No 'i xm sTrwwrox , 1 /'� SLAB i IN 9f�rB TfW , �` i"'ts¢sCnmu[ >'S i xnN 5F}+AeA1t0.4 rt �.:1 APPIJGOLE IXISTINC ,+I HAU6 I k10_0 i GtA'S�' I I(SEE salEOUtt 0 GtAS$--� i µ R10ET f0 I I ALTFRNA T #100/4'HEX 1 ANCHOR t l ' WASHER HEAD r i LOGLnON i r TEK SCREWS♦ I ' r 1 OR 1 JI on 1$ 3/8'MrN•. �12 O.C. I ?' EXISTING S i n CONCRETE ANCHORS CLASS I I N 6 + 7 I 3Ja x /�-(SEE SCHEDULE ON r $ SHEET 13) EDGE OF I 'I E £ EDGE OF I APPLICABLE I GttSS_�-_1 EDGE OF EDGE or SLAB IF ' MK s3Yla01w APPLICABLE �QSLAB F1/2 %i SLAB iF APPLICABLE ro aws iSEE ' APPLICABLE 17 FUR AD(r POURED POURED tw s'�of TfiR W{ —<DOR ®+ CONCRETE # CONCRETE I- D' POURED r � REQUIRED E.0. D. REQUIRED FLAT HEAD CONCRETE ANCHORS FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET/4) - (SEE SCHEDULE ON$MELT 14) REQUIRED © HY CEILING INSTALLATION }IY FLgO-R INSTALLATION QI HV WALK-OVER INSTALLATION, II TRENCH INSTALLATION ALIO ONLY FOR UP TO 4-70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE J4,SHEET 11 CONCRETE ANCHORS 1 -- Tux, tRAi9 (SEE SCHEDULES ON Isass ,� + EXISTING MIN. SEPARATION i' I SHEETS 14& I4A] EXISTING I GLASS-1 TO GLASS ' IXISTING DUSTING GLASS j i j "(SEE SCHEDULE ON 1 I �i 1 GtAS I• -- GI's--- ul M5VIASS {rr ' i! O �� MIN. SEPARATION.• .�. t-- i----isEts SHEET 11) 'W GLASS ox sxtir n1 i O I r--- t I 1/1'0 IRA V*NCED UPmr1 W/ 1 r-1 t l t 1 i (SE£SCHEDULE f I AP1ANR TNRffDE011A1 1/4" I SHEET 117 I I TEORAU)DY OR I/80 FVAER5 ( i/4" I I MMX: FASMNla6 TPPPE it PnC11tl6 R/ MAX. 1 3/4'1-0r{.DMEDkIff O V I 3 OR 1 {10x3/4"HEX 0.0,TGR UP 70 G-O-SPIN AND r. i 1 i HIS. 1 r 4b'-O W TO @'-0-MAX fiPR.Y 1• W ASHER HEAD FOR VANS LARM 7EK SCREWS SFNAM AT EVFITf FASTENER M✓EM JI x3/4' }IDC HEAD 1 3 8" i� ® 1Z'O.C. TEK SCREWS O B'O.C. 1 B. 8 t 1 I i cryo.)(SEE NOTE 11 Ouurcu'tPn61j 3/9 1i4 nx, I - -- p14z3/4"s.Ds. OR 1/4"0-20 S.S.M.S. I CONCRETE ANCHORS _ 6 +O 3/U CONT. Wf NOT®S"O.C. 1 (SEE SCHEDULE ON t 0 R"0. C. __-- sFAlANT--.�'" I SHEET 14) 1 --- N•;::•:-•::n AyT)1------ 17 oa 18 1/2" �SEE 4'-2Brs'O.C. o Nsz D.c.F.H.S.D.S,CONCRETE ANCHORS NOTE 13(b) E1asnNa NOR STRD=T p POURED CONCRETE--A (SEE SCHEDULES ON ON $MEETI 2.00"MtN..'ss WALE TRW(DECORATIVE S .0 d OR CONCRETE BLOCK SHEETS I h 14A) SFS NOTE 13(b) :,1'1r� E,D, SILL) REQUIRED POURED CONCRETE ON SHEET 1On CONC : •.•♦ � OPTIONAL POURED EDGE OF HV WALL FLOOR INSTALLATION REQUIREORETE DLOCK :+'' REQ=ED`�Nor�,E CONCRETE SLAB IF ,. .•,. REQUIRED APPUCdAELE © HV WALL WALK-OVER INSTALLATION `'''••'•'' ' HV RA6LIARD INSTALLATION t M KEY MME MOUNTiNrz INs_ALLATION 4AMNUN&1.0.DESIGN PRISSIIgE:iA4,T2 pxr am FOR R CDMBMATION OF SECTIONS: NA70NUN SM jTTBR SPAN e'-0" *E.D.= EDGE DISTANCE THIS INSTALLATION SHALL BE I-SEE SHEET 4 FOR TYPICAL SHUTTER REMOVflBLE WHEN PERFORMED =E1 OF USE FOR NSTALLAT10N DETAiLS W/ C� HV BLADE (SEE SPECIFlCATIONS ON SMEET 13j A0IACENT TO AN OPf3L1BLE EXRASSEMBLY MEET IB 2-MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE rr11 /� r+ IN ANY WAY TO SUR ANY INSTAL AT10M �= O D OU G C HI h Veiocity HUrrICOnB Zone ©2015 EASTERN METAL SUPPLY,INC. �„ BERTHA HVw iL ECO ENS. A.S.S.An Accordion Shutter System N.v. BADE#T W/oN W/o KV tMNDOW aA • �'/ LA, American Shutter Systems REY,Na DESCRIPyON DATE DRAWN or: M,L % :• TICCIT TESTING & ENGINEERING COMPANY• r� �.• ".,.2 ASSOoIOtloflA Inc. t oL0 1+-103 +/TD/ts wTO otJto/Ts '� e3S4 H.W.36th.St.Sta 3a5.NR6R6A cuemNs.FLOWG 7315 n\4:•.t'l 4268 Wast Roods prive 2 Phone (305)871-1570.Fax:(305)871-iS3i DRAWING NO ,,,may'•-��_, (� West POI. 9eoch, FL 33407 e-mdl:b1teco♦aol.com J 0Fr[�".r"-'"�t�w- EB-DOOs7is phone: {800)432-2204. Fax: (561)209-8380 4 15'-080 WALTER A.MLUT Jr.P.E. S SHEET P.7-t&4 4F l4AT j/GATE iLORIw Uc,A A4167 s 7 OF 20 SKE EN cu T O + �+ //�:�� SEE NOTES ON LOOKING RODS�,SN'LOCKS�Or V u I 9�• IN EXISTING GLASS INSTALLATIONS LLATIONJ l 1 1 ! HV AND ALYMNATE NV LOCK 0 ON SNEET 5. BLADE W HV CENTERMATES * BLADE�APPLICAno rr aLADE(D O R SEE END WALL CONNECTION IEXISTING GLASS ' @♦Q fI pl�.iO It NiM 1 I _______.____--- .---- --_-C---- 2Z2-r1/8•x0•-2 I ®.IV a1®,Qars,9,©$ttaO 7` 6 1f2" 1. (6063-T6 AUtTfj aLlnJ. I ANCLE Wf(2) '/``°TAPCON ,/z• as OPPOSING ANCNORS To CONCRETE �'� SYMMETRYCAL iroP/eoTOM) CENTERMATES (4}�10xif2'S.MS.TO BE �tOxJ/a-s,M.s.e ,x• CENTE_-- RF+{ATAES 7SEPARAll AT EACH ANQ.E(1W) O.C.Fits LENOHT. W/ HV LOCK r¢51 W/ HV LOCK or C25 TO GLASS .� 5 N (SEE SCHEDULE 111 ON * 35* IN 3 * 3 * I I ® I I t',..1_©w9-cart t t►A O H Y L7 avy�q}�oa 6 O U 1•$ HVQ POURED CONCRETE OR > (/- GLASSONCRETE BLOCK WALL �$ox�.e.:lwa.2:1`4 I (-_---- ---_-_ _ 1 O+ L.J k.:J00. / O ED EXISSS��i]NNNG SYMMETRICAL * IN (�6 -Q�©"` - °--1--Clas u1®�,EXISTIN MIN.'SEPARA — J crass CENTERMATES 6 (� (} I� To GLas E' 1 �+®nn T ,`✓ �✓+'LJ� (SEE SCNEOUMIN. -_- rn���- W/f{�/ K OPTIONAL. SHEET 12SEPARATK)N I'7 n} oG' (IFmERtoR TO G(SEE SCHEOIlLE I N OF7 ONALL) mg•® _. ._,ON SHEET 11- Q u l _ _ __.._._,.____ — `-CONCRETE ANCNORS 0 ----—__,.___ _ * . ou I r 6 1/2"MAX.SLACK our IHVE HVF** HVD ttltJTt/ _ 1Tt (�P•TI�(/TR-OR MILD Hi h Yelocity Hurricane Zone 0 2015. EASTERN METAL SUPPLY,WC. 1 * BERTHA HYTM 1 L E C 0 INC. A,.S.S.A. Accordion Shutter System 1w. a"#1 W/o�W/o H.V. NINDOW a wE .� • F � _;'�. . 7111!7 TESTING & ENGINEERING COMPANY American Shutter Systems RW.N. OESCRIPRON DATE ORA1W1 BY. M.L. pF'••.tGR� tj�. osss N.W.361h.SL.SI°.cos,VI WD"S,ctomw 3sa Association, Inc. I OLD 11_193 4/,0/15 GATE: O4/tO/15 �tJ Ph...:(305)071-1$30.Fac:(305)671-163f 4268 West Roads Drive z DRAWING No V .—off, of.com West Palm Boach. FL J3407 3 'r,,....... EB-0006710 Phone: (800)432-2204 . Fax: (561)209-8380 15-0 WN.TER A.TILUT Jr.P.E. 4 80 P.E.SEAL/SIGNATURE/DATE FLORIDA UA.A 44167 5 SHEET e 8 OF 20 ALTERNATE I STAL T10N "I" LOCK g. HY MALE/FEMALE "T" LOCKS CENTERMAT S 8 & LOCKERS 24 Wf 9 HV BLADE SEE y ENO CONNECTION OErA<Ic ON SHEETS-10 w IR INSTALLATION n HY $LADE VU i, P IN f"�OOSONO OIADE(D SLACK DETAIL HK',INDICATm ON SHEU 8, Wf HD CENTERMATES �� � AS WELL AS UNWTTI5A4 rLOAMG DL°OE0 DEENL NOD-Ma, Mlnto ON T S S!EET,T+AV BE IMAM Welt TICS xTT:nNA SEE END W�1j,tt�),yN�G714N INS{ADADON DEWL NM SHOWN In.'Ri6 SNerr. DSS,ON SHEETS 10 h 18 x�-.l,a-.a•_a ' i ®'®�a•®ate`®m® w+mEAN�aaas �tw� ' a e• I °•Q '� 35, * 35, pDPRansIl}: ( L----- (oPnOnaL) 4 (ornouu) P)ho,1/:-SN.•,roTeaE jtaus o Ex' —.—.---.-.-------.."----- — .� Ar Fxx naE fia> � D.a T1A7.LD°cNr: ---_ ----'----------- ' $ _ 30*HV "T„ �N (n{NSH'(T'�) IN PMSH(nv.) 3 -- ~TO cA'�s - 3 LOCK (INSIDE) wstm t •a °"/"' )) — ------------ 5 ----------5 1 2B 29 In• 1�7- _ 5 3 OUT 31 a 2 33 \004@ 32 31 ort 2 31 DRQ 35 *'SEE NCffE 6 F`OR HV LOCK@. 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 '35 (* 6MNAL) r LOCK,ON SHEET 5. * W/ 7/8"T6 x 3/32" WINGNUT. (0,60MAL)Hb8-Hyl, QUT SDC-HVC (OHV "T• LOCK (OUTSIDE) ( 5YMME7RlCAL HD CENTERMATES SYMMETRICAL HD CENTERMATES t•soDFs 9444 At.uuuavu �/ * v w/t`3o�x LOCK (EXTERIOR) w/ B! LOCK (INTERIOR) L7oi°-T3 Attar)LAnT;E FIANCE nTIN o.�a®,,c"(�j�w g(�a 10•®^! SHEET Fiursrar',PART�oazo, i0.®o.�•�.©'�m A4 uueurACTOam Dr Aron OHERRr TFjI101°N,PARSIPPENV,NEA'JFASEY /�®•N'1•��© O`®°R 0'703{OR EOItAi_ / �:1 s•map.®P{�.®ap — - ------------ — _ --- — — 3 � Q **so:�oN tDoe+c Roos®A HPQ Lincs oxO a DKM1ET6AL ILaAiiNC 8U➢Ey$EETA0.IiW-1#D iS W.IA! HA CSNtaIN°fES F PUtAT10�tS txe!aNtE t HDD—HYD* FLOATING STACK I1.1c,pR'A.77 {A BUILDING G(Q E Hi h Velocity Hurricane Zo71e '1111 ✓��`yrS�:•✓� 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System -o f� ` 7t 1 L E C O i r+e. Aw;SwS■A w KV RAM #1 w/CR W/o KV utNDary eLacE ' OF American Shutter Systems REV.N° DESCRIPTION DATE DRAWN er: M.L. TILLIT TESTING & ENGINEERING COMPANY /E` •.i 63MN.W.ODIh.SL.Stn.705.NRCINIA=DENS.74DRDA 33I6 A330CIat10P1. Ina. 1 OLD 11..19] 4�10�1 DAZE 04�10�15 Phony:(305)071-1530.Fm:(305)871-iS31 4268 Wes!Reads Drive 2 33407 DRAwINcoNa LS�QNAL� a-m C 006719 Phone: West Polm Reach. x: 561)2 3 1 5-080 R A.Tl 8'719 Phane; (800)432-2204 Fox: (561)209-8380 4 .. WALTER A.TIUIf Jr.p.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.(44167 0 SHEET c 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POUREO CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WAD.REQUIRED BLOCK WALL REQUIRED BLOCK WAIL REQUIRED z/__Dt1971NG CLASS; EXISTING CLASS CON CR• ANCHOR EXISTING GLASS e 16'D.C. TO 2'MIN E}BSiINC CLASS MR SEPMATION JJ 2'MEN. M PARATX7N TO CLASS(SEE -T^_ I. —•_T—-(} i SCHEDULE ON SHEET MIN.SEPARATMN MIN.SEPARATION EQ TO f11�55( It FOR BIADEOAND TO CLASS(SEE i' TO CLASS(SEE SCHEDULE i! I I FOR BLADE QjjRO 1/16'x3"MAX. 6 SHEETON 19� 11 iTOR•EEwDE SHEET ' SCHEDULE �, ON SHEET 19 FDR (6063-TB) CONT. _ 111 (LOCATE AT BLADES O& ALUM.CLOSER ON SET t9 FUR 1 JZ. ON SMELT 18 FOR EITFi R SIDE 1 PLATE.((LOCATE 1/2' / , BLADES;�&Q )--•--� 9IAOE5Oh OF j AT Ef1HER SSII^D�E MIN 1/2'MlN. OPV) *USE 1'OR 2-MAX. S!S)__J I _ (AS APPUCABLE)x2"xt/8"x0'-2" D.C. _-_-- { ALUMINUM CUP ARGUE ` (6063-TU ALLOY)AT MIDHEICHT 4 1 4 (1) groxt f2•S.M.S.To p4& 5 Wp1L AT I D.CN(LOCATE AT S ANCHORS TO _ SEE DETAIL X fU OR T 0 SIDE CONNECTION QR �' EITHER SIDE OF Q) �OR Q4 Vim' SEE DETAIL X FOR OR TO TRACKS SIDE CONNECTION �„G�„fl•0-@- p.®u SEE DETAIL X FO 8 ,r;,•0x^�a 8 •Oa TO TRACKS ,. ,.6. 7 /'� 4�, .SIDE CONNECTION 4 ®'^�°"�• 7O°'Q°"f0•Oa '.'.'9.@-@. TO TO TRACKS 1 010-@-©-0" 7 1 uJ J '® @* 7 O�n Cd. a ! ® 07 07 .-0� 6.0.®4©.p•®°" w a � �.�. �.��®•mow®"�°• 0•Q�a1C�-�^�®-tea Cel ,�9 �d � E D 0 C RON DETAIL T END CONNECTION DE TAI V END CONNECTION DETAIL03 END CONNECTION DETAIL POURED CONCRETE OR 4• REQUIRED ONLY FOR SPANS.GREATER THAN 12'-0- EXISTINGI CLASS REQUIRED CONCRETE BLOCK WALL EXISTING �' MN.$EPARARON dt 1/2"S.M. MIN.( SEPARATION __..�_______ TO GLASS SEE' a 16' C. TO GU (SEE SEE ---- 6 OH(t5 toR�oR SO4ERRE ONSHEET TT A?ffDUE Oil SHEET �/ .L - IT FOR BLADE OAND CONC LTE 1/2-MIN. 11 FOR ECPPE OAW �/ -------- --- ------ -ON SIiEEEr 19 FOR ANCHOR 4 ON SHEET 19 FOR -' CONNCREQ �O&QT 12'O.C. 1 ... 5 BLADES a)&(i) __--- _--- OR i 3 OR�OR�OR� ANCH O.C. r_ - 1 2 MIN. 2"MIN. 1.rN./EQ _ 6 OR&R(1 3T 1108 ♦ $E£1 rM AnONS OF USE FOR \\..77 5) BLADE 1A ON SHEET 26 OR OR(g OR(D VIEW Y 1 OR PLAN OR10' 1 OR Q)' �a��©Oa(AO^10 �a DETAIL X POURED CONCRETE OR OA®a©.Ow6� TO•®°" __r�•�°^Q//�7��,,+®m,Q�-,F©A^te�a+ CONCREEOUTE BLOCK WALL. O �'!©•®°"D•0^' C)'O 'LJ°"© �'+l,g°" RiREfo• 6 7 • 6. END INSTALLATION In HHV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAI `F r 0 NECT 0 DE AIL® FLQ QQ Hi h Velocity Hurricane Zone 4411 •• �I�- Q 2015 EASTERN METAL SUPPLY, INC. s.,. r ■ ■ BERTHA HVT14 A Accordion Shuttez System ~ BT Nc� ■ w�lrs 7i wv eLACE � w/CR w/o H.V.wtru�aw G(, An,/� ;' TILUT TESTING & ENGINEERING COMPANY American Shutter Systems pW... ots tpnoN DASt QPAWN IOj OF • Association, Inc. 1 OLD n-19a 4/10/1 DATE. 94/10/15 ��(� t/A''yyam� WSS N.W.lelh.Sl,St,399,NkCIN14 GMpe1S.FLORIDA]718 4266 West R9ads DriveC' D •�•`•"'rT(flf�--' Phone (305)871-1630.Fax:(305)871-15312 DRAWING NO _ d// �^�t('� !- , • e-mail:Ulteco9ao1— West Polm Beach, FL 33407 3 ..^"�O�^l C4`-`��'•1 WALTER A DaL8719UT P.E. Phona: (800)432-2204. Fax: (561)209-6360 4 -15-080 P.E.SEA(.% FLORIDA U..A+4167 a SHEET s 10.OF 20 50HF_Dom(.L N1 SCH_ EDULE�2 SCH0-7.( ^ HEDULE 4 (1)L+:MAXIMUM ALLOWABLE SPAN FOR yc.M6M_ID CLAS EQUIRFMEHIS MAXIMUM SHUTTER SPAN*'L+° OR "L-"' (ft.) MAXIMUM SHUTTER SPAN* FWR@ M SHUTTER SPAN*"L+" AXIVUM SHUTTER SPAN*-L+" GIVEN POSITIVE A.S.D.DESIGN PRESSURE + pATTON TD GLASS R FOR INSTALLATIONS W/ ( "L+" OR "L-" (ft.) FOR RX-L-" (ft.) INSTALLATIONS R `L-" (ft.) INSTALLATIONS RATING. L-:MAX.ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO ✓� & Of of Wj ONE INSTALLATIONS Wir 0 G W NEGATIVE AS.D.DESIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN HV LOCK or 2 Dr� or }1D LOCK W/ ��M ERM. ATS o W/ TWO HV ' OR & W/ ONE HV LOCKS THE FIRST 30'-0` ELEVATION OF BUILDING NO LOCK' RODS® vttCEN7ERMATES & ONE///FIV LOCKR � LOCKS OR 0 OR WJ NO LOCKING (2)PROCEDURE TO DETERMINE MAXIMUM tAEA5URE0 AT BOttOM OF BROKER. W RODS SPAN FOR WALL MOUNTINGS OR j ONE HV LOCK Wj TWO LOCKING RODS OR W/ NO KING TOP/SOTTO ODS FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS �. TOP & BOTTOM ♦(SEE NOTES t,jl RODS i(SEE NOTES t.t'� HV LOCK @ OR® (VAUD FOR MOUNRNG 1("'jT INSTALLED ABOVE 30'-0-ELEVATION OF BUILDING, SEE NOTES t," SHEET 7) GIVEN A POSITIVE A.S.D. DESIGN PRESSOR MEASURED AT BOTTOM OF SHUTTER 15 3". 1MXIyVu MAxry W INSTALLATIONS O S 000 µyMpy CONCRETE a WOOD uAuyuH CONCRETE RATING,DETERMINE MAXIMUM SPAN'L+" A. CONCRETE&WOOD INSTALLATIONS b Ata. INSTALLATIONS C) '�O• ASA. FROM SCHEDULE. Oes>eN D61eN p61pN INSTALLATIONS O DESIGN INSTALLATIONS GIVEN A NEGATIVE A.S.D.DESIGN tj C BOOR/CEIUNG PRF,Swt, WAD.MOUNTINGS PRES3UPE PRE35tA� FLOMICETUNG MOUNTING PRESSURE RATING•DETERMINE MAXIMUM .aS=�C m tU� WIVE MOUNTING MOUNTING OR MINIMUM SEPARATION TO G(ASS c_H F• (w.J.) !u 0 FLOOR/cbuNG uoUNRNCS (oeij FLOG MOUNTIND (py�� SPAN "L FROM SCHT]JVI.E. (+d1_) (+OR-) I.OR-) F1WR.ALL MOVNTING SHUTTER W,L ON D K WTh10 rt 0 KING ODS L+ N L-(A) L+ (0) L-(m L 4 (n) L-(A L+ L- ) 1+ (R) L FINAL MAXIMUM ALLOWABLE SPAN IS EOUA 30 73'-2" I6'-tl' 13'-2" 1 16'-0" 30 }2'-3" 14'-9` 30 13'-t 16•-0' 30 13'-2- 16'-0' TO THE MINIMUM DETERMINED SPAN INSTAUA710N W/ INSTALLATION WJ BETWEEN'L+'AND`L-'. SHUTTER SYMME)RlCAL OPPOSING 35 12'-e' 14'-fo" f2'-e` t4'-fQ' 3s t t'-g^-� 'i IS 35 as `12'-7" 15'-7" 35 72'-e' 14'-to` SPAN - ERMATE5 CE OPPOSING 40 12'-3' 13'-10" 12'-3" 13'-10" 40 71'-4' 12'-9" 40 12'-2' 15'-2" 40 12'-3` I3'-l0' (3) PROCEDURE TO DETERMINE MAXIMUM 45 it-tt" 13'-1" 11'-11' 13'-1' 45 it'-1" 12'-0" 45 11'-g' 14'-3" 45 11-11- 13'-1" SPAN FOR COMBINATIONS IN BETWEEN 105' J JJea 4' 50 It-7 12'-5" 50 10'-9' t f'-5" SO f 1'-e' 50 7J'-T }Y-7" WALL W/FLOOR/CEILING MOUNRNCSc OR LESS >105'TO MAX 55 10'-6" 10-1 l' 55 11'-3" 12'-f t" 55 11'-2" I1'-10' FOR A GIVEN POSITIVE A.S.D,DESIGN ALLOWED 3 7/8» 4- 60 11'-}' tt'-4" ii'-O" it'=4' }D,-3• fo'-5' '60 11'-O" 12'-4' 60 10'-2" 10'-tf' PRESSURE RATING: 65 - _- 65 10'-0" f0'-D" 65 10'-g- i i'-11' 65 9'-5" }p•_i- ITEIMMINe s USE 2 1(2-FOR HD LOGTf¢¢��++���OR U+-MAX.SPAN FOR WALL MOUNTING USE INOICA7/ED VALUES FOR 11J"�CENTERMA 0 70 10'-6" f0'-5 10'-2' 10'-6" 70 9'-8`_ 9'-8' 70 1IT tt'-5' 70 8•-9" 9-4' WSTALU+TIONS. 75 TO'-t' t0'-T" 9"-f0" to'-t' 75 4'-4- 9'-4 75 t0'-4' ii'-i' 75 - g•_g" LZ+- MAX.,SPAN FOR FLOOR/CEIUNG MINI @FPART)RDN TO GIA^ CHF_D F: 80 9'-10" 9`-9' 9'-J" 9'-10' 80 9'-0" 9'-O' 80 to'-O- lo'-9' MOUNTING INSYALLATfONS. SHUTTER,$J ONE LUCK,& TWO LOCKING RODS OR 85 9'-6' 9'-6" 9"-3 9'-6" 8s 8'-9` W-9" 85 9'-9' T0'-5' FOR A GIVEN NEGATIVE AS.D. DESIGN WITH ONLY TWO LOCKS 90 9'-J' 9'-3' 9'-0 9'-3' 90 0'-6- 5'-8' 90 9'-5- PRESSURE RATING: 1b-i` BR SHUTTER INSTALlAT1oN W/ INSTALLATION WJ g5 9-0" 8-9" 8-9' 9•-0' 95 e'-J" 6'-3" BS 9`-2" 9'-10" Lt MAX.SPAN FOR WALL MOUNTING SYMME?RL(:",L OPPOSING 100 B'.-9' B'-4' B'-6" e'-9- 100 e'-1` 8'-1" 100 9'-0" 9'-T INSTALLATIONS. SPAN MhTES 105 8'-7" 7'-IT" 6'-4" 8'-4" 105 7'-T)' 7'-11' 105 8'-9" 4=4" L2-- MAX.SPAN FOR FLOOR/CEIUNG ,105" �^ MOUNTING INSTALLATIONS. 2 3/4' *• i 10 8'-4' T-T e'-Z" T-/1' I TO 7•-8' _T-7` i}D 8'-T 9`-2" (� MAXIMUM SHUTTER R LESS__ 115 8'-Z" 7'-J- 8'-O' 7'-7' 1}5 7'-6- T-J" M 8'-4- W-11' FINAL MAXIMUM ALLOWABLE SPAN IS EDU >105 y�il1• SPAN'L+"OR"L-"FOR 3 1 720 8'-0" 6'-11' 7'-111" T-4" 120 7'-4' 5'-11' 8'-2" 8'-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN 71+', L2+; ALLOWED 125 7'-10" 6=6" 7'-e' 7'-0' 125 T-J' 6'-0- e'-0' B'-5" SHALL 0E LINKED TO 105 "L1- AND "L2- ti' USE 2 15/16"FOR 14V 'Y'LOCK @ W/ 130 7'-8" 6'-5- 7'-G' W-9` 130 T-1' 6"-S" 7'-10- B''-1" PST. DESIGN LOAD. ... � 135 7'-7' 6'-2" 7'-4' e'-e' (4)CO TO ANCHOR SCHEDULE XTi}i fiNAL USE 4 1/8 FOR FIV'T` LOCK 0 WJ @ 136 6'-11" 6'-2" 7'-0" 7'-9" MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT MATES. 140 T-5" 5'-f 1' .-3^ 6'-3' &SM.DESIGN PRESSURE RATING TO _ 140 6'-10" S'-11' T-T T-6" DETERMINE MAXIMUM ANCHOR SPACING. INT ATOM LEGEND 145 7'-3` 5'-S- 7'-1' 6'-0" 145 6'-8' S'-9' 145 7'-S' 7'-3" 150 T-2` 5'-7" T-0' 5'-10" 150 s'-7' S'-7' 150 T-4' T-0' CONCRETE&MAHSORY WOOD 155 T-0' 5'-5' 5'-10" 5'-8" -_ ISS 6'-5` 5'-5' 155 T-2' 6 160 5'-it' G'-9 5'-6" 160 6'-5` 5'-2' l60 T-1' fi-7" t H.V. CORNER CEN}ERMATE#3 MAY BE ALL MOUNTING INSTALLATIONS,USED AWALL A. 8, C, D, E, M.N.4.P.4,INSTALLATIONS, LOCKING R. 165 6'-10 5'-i` 6'-8' 5'-4' 165 6"-3" S'-1' 165 7'-0' W-4OUNTING S &V. SPECIFICATIONS SHAD.BE AS INDICATED ON F, K & L. 170 0-9 4-ii' e'-T 5'-2" 170 175 8'-7' 4'-9' e'-2' V-17" 170 6'-t I` W-2" MANDATORY CONDITION #2 NOTE Q5, SHEET 5,175 6'-t" 4'-9" 175 6'-9' FLOOR/CEILING6'-5" 5'-O" 6-0" MOUNTING G, H, 1, tS + J. T. U, W & X. t6o 6'-6' d'-6" 6'-d' 4'-t0" 78Q 6'-O' 4'-8" 180 5'-6' S'-f0' ttIXCFPT THAT MAXIMUM SHUTTER SPAN"L+'OR 1-'AND MAXIMUM A.S.D. + M. 185 S'-5 4'-6" S85 5'-i1` 4'-6' 185 S'-8" DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 190 6-4' 4-5" 6'-Z' 4'-7" _ 190 5'-10" 4'-5" 190 6•-6' S-6" i- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64•-72 P49J. H V B LA D E 6'-1' 195 5'-9" 4'-3' 195 6'-5' S'-5' AND 8'-0'SPAN \S/ 200 6'-2' $-2" 6'-0' 4'-5' 200 5'-9' 4'-2- 200 6'-4' 5-3" SEE MOUNTING 8M ON SHEET 7. 205 6'-0' d'-}" 6'-0" 4'-3' 205 5'-8" 4'-j111 •�T ti'-3' S'-i" FLORI A BUILDING C D H1gn Velocity, tiUITiCORe XOfTI' 4yyTy7P ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM *:" t L ECO Q,. ,�,,, Accordion Shutter System ;r f/ * BLADE#1 W/OR W/0 HY.N1NDClrV BLADE 7� SE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ne DESCRIPTION DATE GRA"BY: M.L 'A t••�• assn N.W.aft.SL.Sk.305,NWNN OUtODIS.FLORDA J316 Association# Inc. i OLD 11-193 +/10/7 DATE 04/10/15 (305)'71-15J0.Fox:(JD5)671-1531 4268 West R6.dS Drive 2 r sj +�C�? a-mmT:Ixtaco/Daotcom Wsst PGIm BeOch, FL 33407 DRAWING No �•,�ONAIL 1-" EB-0006778 Phone: (600)432-2204 . Fox: (561)209-8380 4 15;_080 WALTER A TIUJT Jr.P.E. P.E. SIG At, h.ORDA Ue.j 44167 5 .SHEET' A 11 OF 20 WAR .•: .VA Iff"W119i;11,110 A110,: • a s11/ •:+ : • •it:ia•'t a+ a .,t aUa � ' •.t •a "41• a'1I+a • r r rmr�m•®' M, 0moi' momma �mc�m® ate i�oa� �m�' mmmQimo��m mono®MOE= ®ami�mio���va�mmvlv�oo mmm ab ; ua�caeatcji �tammivlaoolmn�nuolcalGl�a� �iilrrmmm�l�oaomv�a mm®MMM= 'im�monv��mm��ooavoodo�oo"IN M3 mmd[!t[J! 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A.S.D. ` DESIGN NE( C LOADD ANDA CORRESPONDING MOUNnNG TYPE FOR GONCRcTE IN'STALADONS (SEE MOUI4nNOr5 1,J,N h L ON SHEET 7) ' POURED CONCRETE ANCHORS SPACING LGEND I W'X 0"'f` 11' OR .�1 RAINGUARD MOUNTING !Q WALL/FL00R MOIMnNG (t)WAII/WALK OYER MITunumv G 5.D.DESIGN NEGATIVE LOAD(pBO AS.ObESIGN NEGATIVE(DAD(pd) AS.D.DESIGN NEGATIVE LOAD(psG AS.O.DESIGN r1EGA71VE L (psi) TAPCON RMWITTECHNOLOGY nADVANCED 1'HREADFORM TECHNOLOGY 3640 SO 73 90 12011601205130 40 60 75 90 120 160 203 30 401 60 75 DO t20 160 205 30 401450175190111!2011001205 ALL POINTS SOLID-SET 14 1 10 B 8 6 e 6 12 12 12 12 12 0510.5 3.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 6 5 3'-0„ 14 tz D a a 6 s rz 1z r2 Sz tz 1a ss 7 7 r 7 7 7 T 7 7 s 5 s s 5 5 s s BLUE TAP R LEGS 14 lz t ' B a b 6 6. 12 12 I2 1z o5 e 6 4.5 7 7 7 7 7 7 7 6.5 5 6 s S a s a TAPPER+ 14 12 10 8 8 S 6 12 12 12 12 12 10 7.6 B 7 7 7 7 7 7 7 7 S 5 5 ! 5 5 9 9 14 12 10 D 8 8 e 8 /2 12 r2 12 1.5 8.5,SS S 7 7 7 7 T 7 5.0 4 5 3 S 5 5 5 4 14 12 10 B 0 6 6 12 12 12 12 12 9.5 7 s.3 7 7 7 7 7 7 7 7 6 5 5 3 S 5 S 5 F4 22 10 9 e 8 8 0 12 ti /2 9.S 6 a 4.6 3.8 T 7 7 7 7 7 6.6 5 6 5 5 5 5 5 5 14 12 10 B 0 8 8 11 12 12 12 10 75 55 4 7 7 7 T 7 7 7 55 S 5 5 5 5 5 S 5 14 r2 r0 B 8 A 6 12 12 12 11 D 7 5 4 7 7 7 7 7 SS 43 5 S 5 5 5 4 J 5,-0• 14 12 10 B 8 B 6 12 12 it 12 10 7b 55 4 7 7 7 7 7 7 T T 5 5 S 3 5 5 5 5 14 12 10 9 8 B B 12 12 9.5 7S B 45 J.5 - 7 7 7 7 7 7 5 3 5 5 5 S 5 5 5 4 * SEE -,NCIAOR 14 12 to 9 8 0 6 6 it 12 12 7.5 0 6 45 - 7 7 7 7 7 7 S � 4 5 5 5 5 6 S 5 4 L4 12 lb B B B B 0 12 13 9 7.5 5.5 4 J 7 7 7 7 7 4,5 .5 - 6 S 8 6 6 +.5 3.5 - SPECIFICATIONS 6,_O• 14 12 10 9 6 8 8 6 12 12 42 10 8 6 45 3.5 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 ON $NEED 13 14 12 10 B 8 '0 6 6 12 0 6 5 4 3 7 7 7 7 7 4 5 3 5 '5 5 4 3 14 12 10 9 B 8 9 a 12 12 10 8 0.0 -3-3.73 - 7 7 7 7 0 4b - O 5 6 5 5 5 4.5 - 14 12 10 0 IS 8 6 8 12 12 8 65 5 3.3 _ 7 7 7 0. 5.5 4 5 S - 7,_O. 14 I2 10 B 0. 8 6 S. 12 72 12 .5 7 5 4 3; 7 7 7 7 7 7 6 5 5 5 5 5 5 5 3 14 }2 r0 D 8 6 6 8 12 iR B9 45 3 - - 7 7-f-7-.1 7 Bb, 5 J - S 5 9 5 5 5 3.5 3 14 1z 10. 9 a e e e tt rz as 7 4 - - 7 7 7 7 s - - s 5 s 5 5 s 4 - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 B 6 - 12 12 6.5 7 5. 4 3 7 T 7 5.5 cs 3 5 s s s 4s 3.6 - - P,SF A.S.D. DESIGN PRESSURE 14 12 10 9 8 a B - 12 i2 B5 rs n ss - 7 7 7 7 7 7 + 3 5 5 6 5 5 s a RATING & FOR SPANS PER 14 a +o o, e e e - 1z 9 e 4s 4 J - 7 7 7 3.5 4 - - s a 3 s 5 4 3 - SCHEDULE #4, SHEET 11 14 12 10 D 8 6 6 - 12 I t 7S 6 5 .76 7 7 7 7.5 8 45 - - 5 S 5 5 5 4.5 - - 14 2 10 9 8 0 - 12 1.5 7.5 6 b 3.6 - 7 7 6.5 5 4 5 5 3 3 4 3 - D,-D. 74 12 10 9 8 IT - - 12 12 9.5 85 S3 4 3 7 7 7 7 7 7 8 3 S 5 5 5 5 S 5 8 t4 12 10 9 0.5 8 5 4 35 - T T 8 5 SS - S 6 S 5 5 4 3 - 14 12 10 B 8 8 2 10 8 5 45 - 7 7 65 55 - - 5 S' 3 J 5 4 - 14 T2 10 0 0 0 12 O5 7 55 4b T 7 5.5 4.5 3.5 - - - 5 S 5 a- - I - 14 12, 1D B 8 0_ - - 12 i1 8.6 6 5 3.5 - - T 7 7 7 7 4.6 - 6 5 S k.5t4 1210, 9 8 8 - 95 7 4.5 3.5 - 7 7 S.5 45 - 5 S 5 14 12109e a72 9 8 4 .7 T 7 6 5 - - - 5 5 5 14 12 10 B e 0 - 12 95 B 4 3 - - 7 7 5 3 - - S S 3 - 14 - 10 8 e 8 _ 12 SO 5.5 45 SS = - 7 7 7 7 7 7 15 - 5 5 5 4 ///-�-���14 12 10 D B B - - 11 6.B 4 3b 3 - - 7 7 .6 . 5 5 5 /,� \ ♦ J BLADE "1.( ♦ ("1 %^Z LY 14 12 10 9 8 A - - it 35 4 - - - - 7 7 7 5.5 4. - - b S 5 - 1\\D V )L•,,••f(Lr/^\'t U (Ow/' 14 i2 10 9 8 - i. 5 5.5 4.5 J5 - - - 7 7 4.5 3.3 - _ - - 5 5 4.5 3513 - - 1,1•-0' 14 12. 10 9 S - - 95 o.5 5 4 J - 7 7 7 7 7 B J - a 6 5 5 5 5 44 3.5 /4 12 10, 9 8 8 0 4 3 7 7 55 M5 3.9 - 5 S 9 45 4 3 - 14 12 10 9 8 10 7-5 5 4 7 7 8 5 - - - - 5 5 5 5 4 - /9 12 10 B 9 0.5 6 5 4 35 - 7 6.5 45 3.5 - 3 5 4.3 J3 3 - - - T3,_0•ti 12 10 9 5 - - 1.5 85 8 4.5 3.5 .3 - - 7 7 7 7 7 4S - - 5 5 3 5 5 4S 3S 14 12 10 9 B 7 55 3.5 3 7 7 5 a 3 - 5 S 4 3 - - 14 12 /0 9 8 9 7 4.5 .75 - - _ T 7 55 4.5 - - - 6 8 45 4 - - 14 12 10 9 - 10 75 5 4 3 7 6 4 J - - S S 4 3 - - - - 14`-D„ th f2 t0 D - - OS 8 6S 4 3S •- - - 7 7 7 7 7 4 5 5 5 4 ] 14 12 10 - 0.5 5 3 - 7 7 3 3.5 •- 0 5 5 - 14 12 10 B - 8.5 85 4 - 7 7 5 4 - - 3 5 - - - 14t2- - - - 9 7 4.5 35 3 - - 7 95 35 - - -' 5 5 3.5 3 - - - - 15•_0„Tr 10 - - - - to 7 5 4 3 - - T 7 7 7 7 35 - - 5 s 3 5 3 4 3 14 10 - 6 4b S 7 7 4S 3 - - - 5 5 4.5 1 12 10 _ _ - _ 8 6 4 _ _ _ _ 7 7 5. _ _ _ 5 5 5 4 _ _ _ _ 6.5 Bb 4 3.5 - - 16, 14 12 109.5 7 45 35 3 = _ - 7 7 7 7 a 3 _ - .1 14 12 10 - - - - 6 4,5 3 - - 7 AI/ - 5 5 4 u 5 -r4 VelocityHurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ZL /7TiMrE q�q , Accordion Shutter System �^^ LV. RADE v VdNDC1wir aK'E �;.•��.{ m F '.( American Shutter Systes REY.Na 0E5G91P[tam DATE IDEA"BY; M.1- "l U7f� / t.. TIWT TESTING & ENGINEERING COMPANY 4/ro/1 GAe D4/10/15 Association, w N.W,30th 5L,Stt.305,45RGI"Cl WOKS.RAR(0J+.3316 4268 Wast Roads Drive 2 DRAWING No phone:(J0.-II1s3o.roe:i3as)e71-1s37 West Potm 8eoch, pT.33407 x1411 o-mail: 00067991.mm 3 15-080 sl�iyR�..k' j1 E8-0006718 Phone: (@40)432-2244 Fox: (568)204-8380 4 ,,,7.177 WALTER A TIlLTT Jr,P.E. 9 SHEET P.E.SEAL/51("iNA"VQASE 710A Uc d 44167 s 14 OF 20 unvl.nlL1 ANCHOR* SPACING (in.) SCHEDULF FOR AtGIVEN IViA)( SHUTTER SPAN. DESIGN NEGATIVE L050 ANO A FOR CONCRETE BLOCK INSTAI,LAZIONS (SEE MOUNTINGS A,S.D,D AND F ON SNEET 6) ANCHORS SPAC)(:(G LEGEND CONCRETE BLOCK TAPCON WM4 ADVANGED MAXUU (D)WALL IL OUNIING (P)WALL L OUNRNG OE WALL SILL MOUNTING C& MpL HEADER/SILL OKWALL/FLOOR MOUNTING @WALL/WALK OYE UtdiiNG THREADFORM TECHNOLOGY SPAN BLUE TAP (R} AS.D.O NEOATNE LOAD Def AS.M DESIGN NEGAThE tAAD a A.SA.0E57GN NEGATIVE tOA4 AS.4.0F51GN NEGATIVE LOAD oaf A.S.D.DESIGN'NEG47NE LOAD B1 A.S.D.DESIn TIVE LOAD of JO 4016617 0 120 160 205 JO 40' 60 75 90 126 160 205 30 4D 60 '75 BO 120 160 205 30 40 60 75 90 120 160,205 30, 4Q 60 75 OQ 120 160 205 38 40 75 90 120 160 205 TAPPER+ I{ 12 t0 9 8 - 74 12 10 8 8 7.3 4 { 14 12 70 8 8 17-515.5 45 8 8 8 6 6 7._ SS 45 14 72 10 9 6 IS 6.5 - 14 10 9 8 7.5 5.5 OR LESS 14 T1 10 B 0 8 - 14 12 10 0 8 a B 6 14 12 10 8 B 8 JA 8 8 a 8 a 8 7.9 6 T4 t2 10 9 8 8 8 3 4 /2 14 12 10 8 0 a 6 14 12 10 9 0 8 e 6 14 12 TO B 8 8 5 7 0 8 8 8 0 B B 7 14 12 10 9 6 8 6 - 14 12 10 9 8 a 6 6 14 12 10 H 73 55 - 12 IO B 73 SS - - 14 12 70 9 7.5 5.5 4 - 8 8 8 8 T.5 5.5 4 - 14 72 74 14 12 to B 7S d5 4 .}'..Q' 14 12 10 9 a ].6 - - X14 f0 9 a 7S 5 - 14 12 10 9 B 7.5 5.5 - B 0 B 8 6 73 53 4.3 14 12 f0 9 8 .5 - - 14 12 * $EE ANCHOR 14 12 To a a a - - if u B a a 9 - u tz /a B a a s 43 a' a a a a a 7 5.5 14 12 10 9--6 B - - 14 12 1a B 6 B 6 SPECIFICAno S 14 12 9 75 8 - - 14 12 B 0 4S - - 14 12 0 7.5 8 4.5 - - 9 8 I, 73 6 4S - - 14 12 V.1 , - - i4 72 4 7S 6 4.S - - ON $HEE't' T3 5'-0' 14 12 1D 8 8 - 14 12 10 8 5 - - 14 12 10 B 8 8 4 - 8 @ B a 0 6 43 3.6 14 1 0I; 10 9 ai4 12 IO D E - 14 12 t0 9 B 14 i2 10 0 @ 7.5 4.b - B 9 8 8 0 7S 5.5' 4 1 2 10 - _ 14t2 t4 88 7.5 14 113 75 0 - - 14 115 7.5 @ S - - - 4 1.5 73 6 5 B -a 7.5 6 5 - - 14 11.5 7.5 - - 14 1IS 7.5 6 5 -&'^0� T4 12 10 B 4 - i4 12 10 8 T 4 - 12 70 6 T 5 - - 8 8 8 6 7 5 - 14 12 10 - - 14 II 10 6 7 412 IO 9 S ^ 14 I; 10 9 0 4.9 - 1 2 i0 9 6 - a B a 8 a 4.5 - 14 13 10 - 14 }2 /0 8 B 4.3 - - t3.5 70 83 - - - - 3.5 10 65 5 L5 - - 33 S 5 5 4S - 8 8 6.5 5 - - - 133 10 0.5 5 - - - 3.5 10 8.5 4 45 - - - 7'-Q' 14 12 8• 5, - - I4 12 -D 7 6 - - - f 12 B 6 3.5 - - a 8 8 5 43 - - 14 t2 8 7 - - - }4 f2 9 7 6 - - f4 12 10 6 f4 12 IO 0.5 7 4 Y 10 9. 4 - - D a 0 7 6 4 - 14 12 IO 6 - - - 14 12 10 9.5 13 0.8 5 I.5 L2 b.6 45 - _ - - 1 85 55 45 - - 6 53 45 - - _ 1.5 8.5 b3 - - - - - 115 63 5S 43 - - - 8'-0� 14 11.5 7b - - - - - 14 113 7.5 a 4 - - 14 11 7S 6 - - 0 7.5 6 S J.S - - 14 11.5 7.5 S - - - - f4 11S 7S 6 9 - - ti 12 8S - - - - - t4 f2 HS TS 4.5 - - - 9.5 7 8 - - a 8 8 7S 8 4.5 - - 14 12 0.5 - - - - 14 12 9.5 7.5 45 - - - ♦SEE LIMRA710NS OF USE FOR OS 12 . - 0.5 7.6 fi 4 - 0 7. 5 4 - - 7.5 5 4 - - - - 0.5 7.5 5- - - - - 0.5 73 5 4 - - - B(pDE lA ON $HEFT 79 9'-Q� 14 LOS 4 - - - - f4 TTO 7 5S - - - 103 7 55 ^ - - 8 7 $5 4.5 J.5 - - 14 10S 7 - - - - 14 10.5 7 5.5 14 12 S - - - - 14 1T B 8S - - - - B B 0.5 5. 4 - _ 14 t2 14 72 8 03 - - - B 7 - - - - 0 7 4S _ _ - - B ..{ - - - - B 7 4.5 - - 9 7 - - - - - 0 7 4.5 - - - - 10�-Q' 2S 9 - 175 9 6 _ _ _ _ 2.5 9 8 5 _ - _ _ a 8 8 b - tib 9S 3 li.a D.a @ J.S 14 11 - - _ _ _ 14 11 75 - _ _ _ a 0 .3 8 5 - - f4 ti - - - - - - 14 1t ].5 - - - - 8.5 8 - - - - aS 6 4 - - - - _ 0 8 4 - - - - 0.5 6.44 - - - a.5 6 4 11'-0� it 0.G - t.5 85 5S - - _ _ _ @ 8 53 SS 3.5 - - 1.5 8.5 - - - - 11.5 BS 5.5 - - - 35 10 - _ - - - 14 10 7 _ _ _ 8 6 7 55 {.S - - - 10 - - - - - - 14 10 - l3 S.5 - - - - 73 5.5 _ _ _ _ _ _ _ _ r3 s5 - _ _ _ _ _ 7,5 _ _ _ _ _ 7.5 12'-0� 05 75 _ _ _ _ _ 10.5 7,3 4 - - - OS.7.5.5. - _ _' 0 75 5 4 3S 70.5 o3 7S 5 25 eS - - 13.5 H5 4 _ _ _ 0 33 9.tl 5 - - - - 7 _ _ _ _ 7 _ _ _ _ 7 5 13'-0'HS b - 9 7 - - - - - 05 8 - - - - 0 7 4.S 3.5 - - - - eA 5 - - - - - 8.5 7 - - - - 115 8 _ _ _ _ - iS 95 - 2S 8.5 - - __ - 8 8 S.S 4S - - - - 1 g _ _ _ _ _ - 1.5 a.5 - - - - _ 0.5 - - - - - 63 5 - _ _ _ _ 7 09 - - _ - _ 5 g - t4'-O' aS _ _ 8.5 _ _ •S _ _ _ _ - _ ( } HY BLnI�E OR NV BLJ lQE IDS 4 - 0.6 0 _ _ _ _ - - - - - 4S \ i Li 0, 45 - - - - - g,g _ = e _ 6 .4 - - - g - - - - - - 6 - - - _ = W Z (R H Y WINDOW B LA D E 10 _ _ _ _ _ _ _ _ _ _ _ a 7S 5 4 - _ _ _ i0 - - - 554 - - - - - - 5 = _ _ - - - 5'S - - - - - - fi'S - - - - - - - - - - - WORKING IN UNISON 16' 73 - - 7,5 _ _ _ _ _ _ 7,5 _ _ _ _ - 41IBUILDING COHi h Vefocity Hurricane zone 4444P >„ OO 2015 EASTERN METAL SUPPLY, INC. BERTHA HV,,, E C 4 tN �, ■ ■Q. Accordion Shutter System H.Y. MACE#1 wsrocAv 7 •-a: * American Shutter Systems REVYN OESCRIVTION BATE 017AWN fir: WL. FTILLIT TESTING & ENGINEERING COMPANY Association. inc. I OLD 11-193 j4/10/15 DAM 64110/15 3S5 • �- QAS/0 �.,'-,����pp��A�•• att,38th.SL.Ste 3o5.VRGINIA WDM FLORIDA 3715 4258 West Roods Drive 2 `` ^' •" !4 PhOna:(JOSja71-;530.Ea.:(305)871-1531 Wool: eoc Point Bh, FL 33407 DRAWING No e-mob: 000Caot.mm 3 15-080 fa'..At� '' EB-ooenH Phone: (800)432-2204 . Fax: (507)209-8380 WALTEN A T1LUr Jr.P.E. SHEET P.£.SEALf51CtJATUREJOATE FLORIDA Uc.@44167 s 14A OF 20 MAXIMUM QESIGN PRQREQ CORRESEONDING MAXIMUM ANCLIQ + SESACINd (in.) SCHEDULE F013 A GIVEN 1390ECK� DESIGN pgUS RE RATINg AND A CORRESPONOING IMQVNIINki_TYPE , (SEE MOUNTING!ON SHEETS 10&'17). ­3 L_j, F==� F:;� -,-T- P=- 9 PINEPR55E'PINE __�7= Na.No. SPRUCE PINE SOUTHERN PINE No. 2 W1 MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FlR SOUTH' 1/2" MIN. dDX I w NLN. FIR NORTH W/FiRNS0 DO GA.SFIR W/, W/ MIN. 0-0.43 DOUGLAS FIR W/ MIN. G-0.50 W/MIN, G=0.43 )N/ MIN, G_OZ6 PLYWOODMI W)UR WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOONT'T WALL MOUNTINGS CEILING MOUNT"T WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS `M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N.-0 & R FLOOR MOUNTINGS P a;9' S &v v S &V IN & x W & x W & x 'Ww I"wx ww WAVE pk=win w Am no,RMK mut Ncm r"aim Mw 1,4 zi w"'t N,.x$0,(",;,o to,wmx R'wE I'M w kM 001 KWK PRMK WX W Ul X"ROPE MMK RM W-AsO."GO'SM Re"N'Mm W 60 75 �30 4b 6p 75 190!IOS 0 40 60175 190 ld,91,30 -FOS 30 40 16D175 190 h05 313 1401 SO 75 90 105 30 30 140 160175 190 V05 J 40TSOT75 F90 T�-_Fll -IF. -.,.5.71-T15iii LZ;. 40 1 ED 1 75 190 1051.30 V-Q'OR LESS 12 10 1019 IB 18 0 6 8 16 10, 6:112 10 10 10 a G 6 6 6 16 1 6 12 ID 10 9 8 8 6 6 6 &.16 Is 6- 5 4. 4 4 3 112 12 117.112 12 12 12 Q 12 J2 12 12 12 12 12 112 IIZ 112 10 101,g 1 6 8 6 5 6 6 16 is 112 --T-a 6 6 -- 3 112 17 12 12 IZ 12 1Z 12 12 12 12 12 112 ill I 4- 0. IF 10 10 99 6 6 6 to 12 10 10 91 a a 6 5 6 1 is 15 6 5 4 12 112 12 12 - _ 6 S 6 6.5 J12 Wo -i-0 9 18 8 6 -JI2 12 112 ti­iY i f T2_T2-Tz7.12 12-L2 Z�12 12 12.12 10.5 C'. 12 10 1019 1 8 a 6 6 8 7 6 6 6 6 Is Is 6 5 4 4. 4 3 _L -1- 6 6 6 _L LL M_!a , -1-272-17 t2 12 12 12 Q 12 12 12 12 10 0-5 T!la 101 R a 6.5 6 6 6 6 5.8 4.5112 10 10 9 Is 5 6 6 6 5.5-1-4.5 12 10 10 !1 �-TF 6 -C­r, G 15 14�5 6 5 4 4-3,5 - 12 12 12 12 ....TZ_1-2 72-To-! i-2 -1-2 FC5 ir-5 51 3 6 S 7'-�O* 12 10 16 9 i6__5 4 _L 5.5 4.5 '4 L2 IFO 10 9 is 3 6_7­6 19- 4 3.5 17 lU 10T_3T 6 5 4 3,3 6 5 4 4- 12 12 12 12 12 12 12 12 T2-5.5 T 7.5 6.5 -i-37 1 _F_-i 5 44 3.5 3 12 10 10 4 6 S L5 L s 4 - 22 1 12 12 12 12 v�l 0*-0- 12 ia lo 7.3 4.5 3 a 6 6 s .5 T6 I V B 2 L2 2 �2 Ti-T2-Ti-1­15 T-5 T-5 - 4 6 6 4.5 4 3 3 12 TO--4 T _ _j_ _ _T_W_j_g -g--g- iu T2 2 5 iT5 12 10 10 S 3.6 - 6 .5 Z_5 5-5'3 6 6 4.5 3- 6 5 3.5- L2 12 12 LZ 2 E4 - 3 6 6 4 3.5 3 6 a 4 3.5 3 - 12 12 12 12 11.5 S.5 ii 12 12 10.58.5 12 10 7.5 Is 6 5 4 3 _ILL 10. IT --I--IT-I 12 a a.5 5,5 7:rS IV-0' 12 10 5.5 6 1.5- - - 12 6 5.5 3.5- - 12 10 6 5.5 4 - - 6 s L12 T2 2 0 a, iz 9­1 7 t 10 1 _f2_3_2 6 6 4 ff- - 10 34 3.0- - 0------1 69.518 112 11 L�12 III P&S 7 6 12 11.5 7.5 6 5 12'-0- 12 10 4.5 12 K12 -AR-T 7 55 45 4 _7 10 9.5 e 6 12 7,3 12 12 D. 8.5 13'�O- 12 10 - 6 6 12 10 _5 12 T2_i_2 12 10 - 6 5_5 12 7 .5 7 2 1 12 6 112 12 2 16'_O' 12 61 (1) HV BLADE OR Cid HV`:BLADE W HV WINDOW BLADE WORKING IN UNISON-* F*sw UPIRAOONS USE MR BUDS 03 on,is +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL FLOOR OR SOLD WOOD SdFFff SIFALL BE AS FOLLOWS: &SUBSTRATE SHALL CONSIST OF THE rOULDWING: -SOUTHERN PINE No.2 W/G-OM(NLO.S) -DOUGLAS FIR W1 0-0-50 ZJH/4 -SPRUCE PINE FIR NORTH W/0-0.41�141 !ZOTMK�%"ANCHORS,AS WUFACTURED BY f.T.W.BULDEX W/MINIMUM EUBEOUEN[AS INDICATED AT M SHEETS 10&V7. -SPRUCE PINE FIR SOUTH W1 G-O.. EXCEPTION,SEE NOTE 2 BELOW. _mm.J/r COX PLYWOOD(1985 APA) 2.ANCHORS TO FOLLOW CEILING SMALL BE AS PCR MOUNTING TYPE U,SMT 17 AND SHALL CONSIST OF 4,ANCHORS W at INSTALLED MLLOWHo ALL OF THE RECOWOE;1GARONS AND SPEC01CATIONS OF TRE LAO SCREWS AS PER NOS 2012 SPEOFICATIONS, ANCHOR'S MANUFACTURER. A ING.CODE(Hi Velocity Hurricane Zone • (P EASTERN RN METAL SUPPLY, INC, .......... \3ruEfj� BERTHA HVT. /7 ordion Shutter System' T17L F=EC 0 1=m- A.SACC .S.Aw V, P-AM#1 W1 H.V. WNDOW BLADE Sysferns . _ t.I ffr� Shuffer REV.". oEscRR`rO. M.L. TILLI American TE OF T TESTING & ENGINEERING COMPANY A330clation, Inc. I PLD 1­103 6 DATE, 04/fQ/f5 0 A 6355 N.W.35%.SL.Si..3=�GARDENS.FLORIDA 331IN 4265 West Rood. Drive(305)971-1530.F­ DRAWING No -.11;bli.coo.l.- 09-8380 15-080 ,j' West Polm Beach, FL 33407 3 &VIA .ES-0006719 Phone; (800)432-2204 F=: (561)2 =4 �OAI�iL r.w_T w, W&TER A.MtJff J,.P.E. SHEET 15 OF 20 P.E.SEA U E/bATE FLORIDA U.. 44167 INSTALLATION DETAILS ON EXISTING, WOODBUILDINGSFOR (1)} HV & 9 HV+ BLADES (AS APPLICABLE) MAX, SHUTTER-SPAN L+ QR-L— FOR INSTALLATIONS INTO.BLOOD WITH FIV BLADE ONLY'SHALL BE: LIMITED TO In-O P-S-f, A.S.D. DESIGN PRESSURE RAIING, SEE SHEET 19 FOR MAX SPAN A A.S.D. 1/04'0 TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR TH EAOFORM TECHNOLOGY INSIALLATION WITL4 BLADE Cl) iik WORKING IN UNISON W/ 1 1/2'Mtn.PENETRATION 1/4'0-TAPCON WITH ADVANCED OF THREADED ARE A ID THREADFORM TECHNOLOGY EXISTING WOOD HEADER. W/1 tWPENETRATION (SEE SCHEDULE ON.SHEET 13) OF THREADED AREA TO I I I I I OR ExisnG WOOD HEADER. SITARATION N 10 (SEE SCHEDULE ON SHEEr 15) GLASS(SEE V-@ a. 1 OR 18 O -I/4'0-ZOx3/4*S.S.MACHINE SCREWS EXISTING W/ 1/-4'-20 NUTS®t2'O.C. =011 LFM-li- F-�-^-oPTIONAL DOSTRIC 111W OR 2'.4*WOODw. FINS14 '0 HEADER REQUIRED I OR EXISTING NIN. -VOOD ISTIN MIN.SERAFMON HEADER REQUIRED 1/',-#TAPCON rM ADVANCED GLAN To MAM ISM 17HREACIFORM TECHNOLOGY SQTFDULE ON MIN SEPARATION ELT 2.4'CONT- SILL W/ /2"Ml-PENETRATION TO LASS PLATE REQ*D. or T D AREA 9 EXISTING (SEE SCHEDULE MIDWIDIMF WOOD PLATF- a',SHEET III) (SEE SCHEDULE ON SHEET IS) gML-WALL HEADER.INSTALLATION HEADER. INSTALLATION ���T � @BY— exj= MIN.SEPARATION r - MIN;MS ON 7T I I MIN.SEPARATION GLASS I t I TO GLASS 2px4'COW.J—(SEE0NTO GLASS E (SEE SCHEDULE (SEE SCHEDULE SS Xl ON SHEET It) ON SHEET 11) WOOD PLATE HrULE ITEO'D 11) 4 C�-2bxJ/4'B.S. INE SCREWS W1 !(A YE SCREWS WALL 1/4"-20 NUTS USING 1/4*-20 NUTS I, FINISH a 12'D.C. r Fnl--Fr- OR@ OR 0 ts) OR . ....... am 15 2*,4*CO DR W OOD PLATE 'T 1/1*0 TAPCON WITH ADVANCED REO 1: THREADFORM TECHNOLOGY 1/4-0 TAPCON WITH ADVANCED ---1/4'0 TAPCON WIN ADVANCED W/ 1/2'1,11,PENETRATION OF = THREADFORM TECHNOLOGY THREADFORM TECHNOLOGY W1 1/2.Min. THREADED AREA INTO PLYWOOD PENETRATION OF 'tom—'SEC SHEET 4 FOR TYPlCAt w/ I ljz'min.PENETRATION (SEE.SCHEBULE ON SHEET 15) THREoNDED AREA INTO PLYWOOD. SHUTTER ASSEMSXLL PUTS BLY. OF THREADED AREA a EXISTING MIN�2".4'STUDS (SEE SCHEDULE ON�-HM IS) -MOUNTRIG BE ON BE WALL MIDWIDTH OF WOOD PLATE. /2-MIN.COX PLYWOOD REW0. 0 16'O.C.MAX.RED" COMBINED IN TO FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4'STU.DS 0 16-D.C.MAX.RWD. PLYWOOD TO RE ATTACHED TO 1/2*MIN.COX FINISH SUIT ANY IN PLYWOOD To BE ArrAcf To Smos IN ACCORDANCE MUDS IN ACCORDANCE WITH PLYWOOD REO'D. TOOCTION 2322 OF THE F.B.C. 9 HV WALL SILL INSTALLATION WITH SECTION 2322 OF THE F.B.C.17.110, U-MATIONS Or HY WALL SILL INSTALL 10,00 L LL lWiTALLATION BLADE A ON SHEET. Ulk a' .1 V,' ELQRI� OUILUING CODE(Hi Velocity Hurricane. Zone METAL SUPPLY, INC. _� 9 ` TLT' Accordion Shutter System BERTHA HV,,, �i'�Ec o�,-c A.S.S.Aw Kv. RADE#1 W/OR W/O Rv. WINDOW BLADE OF •TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.N.I DESCRIPTION DATE DPAWN e: M1 081Association, Inc. 34/10/1,' DAM' 04/10/13 ows R.W.N-W.38 h.St., 345.�A GVWEWS,MO I MA 3"" Ph— (305)871-153C).F.,:(305)671-153$ 4268 Went Road. OrIv. —0:t11tea.O.M.— West Palm Beach, Fl. 33407 DRAWING No 006719 tB-01Phone: (BOC)432- 01, .Fax: (561)209-8380 WALTER A.TILUr J,P.E. 224 15-080 P.E.SEAL/SIGNATURE/DATE FLORIDA U.#44167 5 SHEET 16 OF 20 INSTALLATION DETAILS ON MSTING WOOD BUILDINGS FOR HV & HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV EILADEn-I ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19. FOR MAX SPAN &' t/4'0 TAPCON W[114 A.S.D, DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE & W WORKING IN UNISON ADVANCED THRMFORM r—EQ---t--EQ--T­2"WIN. TECHNOLOGY W/1 1/2-MI, 4--B-(Min.)EXISTING EDGE(IF APPLICABLE) i4l Y PENETRATION OF THREADED WOOD BEAM REQUIRED. AREA TO EXISTING WOOD STRUCTURAL ADEQUACY HEADER. /4*S's, OF EXISTING WOOD BEAM EXISTING woo HEAD E (SEE SIDIEDULE ON SHEET 15) 20; C RTIFIED BY TRUSS TO BE TRUSSES OR 1) MINE REGISTERED ENGINEER OR E EQ RAFTER LyfN D.C.REQUIRED _E, -2CORrWS AR Hrn!CT PRIOR 10 LIS SI45rTER INSTALLATION. E19 O 2 O.C. 1/4"0 TAPCON WITH I OR I ADVANCED THREADFORM EXISTING SOFFIT I _"M"'. A 1 3/4*Max.THK. OGY W/' '/? �257' TENIMI...1 THREADED '\�.PTIONAL 11,4'L W/ Max. AREA TO EXISTING! 8 #14Z3/4' ED ED CONT,ALUM.TUBE (SEE SCHEDULE ON SHEET 15) S.M.S. 6,06,3�JT.�ALL" F7 a ®6^D.C. 0 LAC SCREWS To 11 or@or(D5 EACH RAFTER OR LISS' TR 0 or or @ I LOCATE LAG SCREWS AT EXISTING MIN 2*.4' MIDWIDIH OF EXISTIN EXISTING-4 (D N HOE AT EACH W1 2"Mn. MEMBER,(Z"Mi.NOMCNAWL0i0vDRH) To HEADER RiQ'D MIN.5 N if OPELPENETRATION OF GLASS I EPARATIO STUD To CLASS f ACCEPT THREADED AREA VALID FtlR (SEE SCHEDULE ON SHEET 11) EXISTING 5/16-0 LAG SCREW ."S W GLASS-- AT CENTER OF TUBE -AL L.IS..:. D I g'-O*MAX, PAN.THIS .rt.SEPMwTON INSTALLATIONSIS ONLY VALLA 70 OAS M FOR WOOD W1 MIN.SPECIFIC `­�w SOAMAX ON EL OS HY WALL HEADER-INSTALLATION It MR OADE EXISTING SCHEINAE%ma, GRAVITY OF 0.50 AS DOUGLAS —Is CLASS----i"—�. w4m().9 wr --Q OR (V Foi OR SOUTHERN PIKE N.. 2. NOTES ---(DOR Q' A OR EQUAL I-SEE SHEET 4 MR WPrV-SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS CAN BE COMBINE() IN ANY WAY To ourr Amy ii,;SEJKLam. (DHV CEILING INSTALLATION @HV .CEILING INSTALLATION I OR jMIN.SEPARATION If --I I "r.,='(,.' I MIN.SEPARATION SOWLkE ON TO GLASS TO GLASS EXISTING ONE SCHEDULE _j (�U SCHEDULE ON SHEET 11) SHEET 11) ';`ASS\ I ALTERNA ANCHOR T 'n ;ANCHOR Lc LOCATION N EXIST NG WALL CAMON 2".6"MIN.WOOD r 19 Max. (66) 7 HEX DECK REQUIRED 7- 1 Lcq WASHER HEAD TEX (NO FINISH ALLOWED) SCREWS a I;r Rz� 2"x6"MW.WOOD 04 �6 D"; EDGE OF DECK 13 OK© 'H IF APPLICABLE 2' S.S. EQ 0 !HI LUCE Of DECK�� Lu "4 0 F.4.TAPCON WITH 1/4-0 TAPCON WITM 1. PHI PS TRUSS HEAD IF APPLICABLE \-EDGE CED THREADFORM CEO THREADFORM Min. MACHINE SCREWS — OF TECHNOLOGY W/1 1/2"Min. TECHNOLOGY W/1 1/2'Min. W/y4�2 NUTS —2.MIN. 2 MIN, DECK IF V PENETRATION OF THREADED APPLICABLE MIN AREA 0 MIDWIDTH OF WOOD W2 PENEWITON OF THREADED 0 12 O.C. SILL LATE AREA 0 MIDWIOT14 OF WOOD 1/4"0 TAPOON WITH ADVANCED THREADFORM TECHNOLOGY MATE• PLATE W/ 1 1/2'Mi,PENETRATION OF THREADED AREA INTO WOOD DECK. -EOULF.'I SHEET is) (SEE S 10 HY WALK—OVER (SEE S (SEE SCHEDULE ON SHEET 15) CHEOULE ON SHEET 15) • s--7 1 kT�,;,E HY WALL SILL INSTALLATION HY FLOOR INSTALLATION ON ,D, ON iiZ FLORI A BUILDING CODUH19k Velocity Hurricone Zone jjf�qF�- ✓ 2015 EASTERN METAL SUPPLY,INC. N BERTHA HVTM -11LIEC Accordion Shutter System H.0 117\ Aw%Fw%RwAN C. V. 9LAM#1 W1 OR W10 RV. WNDOIV MACE 1 S41 iW> American Shutter Systems 11W.R. DESCRIPTION DATE DRAWN GY-. M.L STATE OF 1TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OD 11-193 34/10/1 CIATE: o4/t0/13 6 _�S N.W.W.96th,SL.Sl�3M VIRGINIA WDENS,FLORIDA 3316C 4268 West Roods Drive ul (Jor,)a71-1530.Fax:(305)871-1531 2 DRAWING No RIVII:-, —0:till.. 0.1—m West Palm Beach, FL 33407 3 .......... 7; C'SEB-000571 Ihone: (BOU)432-2204 Fax: (361)109-8380 —4 15-080 0 L WALTER A.TILUT Jr.r. .I- P E.ZVAN1j_ 1e/6ATE FLORIDA U..1 44167 5 SKEET 17 OF 20 END INSTALLATIONS HV & iA HV♦ BLADES INTO 2"x4" MIN W0dQ STUDS 2•K4-MIN. WOOD STUDS. •• - t/4"i TAPCOlt MRP (AS APPLtCA8W .�' \ / VANCED THREADFORM { 2•%4-MIN.WOOD 2N.4�MIN- : AYCCf ORS Q 6 OFUf�IX • 5iUD5 REQ*D. v W00 EN: ` 2'x4'NIN.WOOD \ / (AS APPLICABLE) FlNISH ... \ / W/1:I/2'MIN.THREADED STUDS REWD. S / 1 / PENEIRAhON INTO STUDS OR ' \ / •<. � W/MW.1/2 THREADED nNW1 FJOSIING CLASS 1'• PENETRATION TO 112'CD% a\ PLYWOOD>F NO DS DUST. ' . E%ISIWD GLASS _ / \ '} E%tsiTNO GtA55 .�'-� �EIDSTNO OU[u^5 -I '# ��( FaL ad / \ �> i/2•MW.COX ��' ��(( PLYWOOIf.'\ a• SOMA&C ON I G'r' :v!tP-" 1/2'MN.COX .. •- — "1!e Eatl NMTipi ' MN.9TARATIOtd _. MN SFPARA710N PLYWOOD. ;�.✓,��r 1,yJ.'k(' i"SSNs m CTAS SEE w m MSS(SFE SZ&Z(SFE fun 9vT ( 1 2•MN.CO% "v'npi :'Y TON SHEET FNS 4 i/76'x3' WADI- } Sa7fDIAE CPI SFRREf v:'a.<,: ++^: 'i1.rn�yY;<.rnr^.t o','2S. f� E� ` ET P ht'OOD. L'- •..F '"S'g:•'••+,y. .fbU�FDl1E� ST6:ET EFACE a) (6063-T6)CONT- FINISH 1/2'MIN.COX it FCR Q)AID (DAM 1/2• : '.-Y'' (DANO �j ALUM.CLOSER PLYWOOD, ON Si MAXD 19 FOR ON sI`w 19 Nt tad 9FST 10 FOR 1 JZ"M(N. PUTC(LOCATE 1/z• r;tADEs©a Q7,y ^5 etrDFs©a AA O a 4�1 AT TCEITHER(L SIDE /I. 1rY"w r wn. �10M1/z'S.U.S. tPPm 0 -TR NUtO R Mo rc a16 0-C, #10.1/2'&MS. +` (0 NO•VL'Rxs ro� Ole 6.0. IRTTNKR6 Wn Cm n+RM�omw Teano�R 5 4 J m e nav OR®* SEE DETAIL X FO j DR�� (t0ti1E tm�std m 4 WYE qq�'} SUE CONNEC110N EE SDETAL X FOR I OR'LO'� tO TRAC%5 SEE DETAIL X FOR �•�, ,�^�.� r� ^�^OB•a.BO°"R.7'® SIDE CONNTFAC!(9 0•�:b(�.�j..(`6P�.1 .�+n SIDE O NTO 7RAC1ti'5 4 '"•�'+y`_0.0- @.0. ` @.0. �60^03 �^t�t d�- O of -0-&0.0, o•o•a�-ao•�^ END CONNECTION DETAIL Q END CONNECTION DETAIL 9Q END CONNECTION DETAIL SND CONNECTION DETAIL t/i"0 7Ai'Cbti WRFC 1/4•/TA9CON WH}i REQUIRED ONU'FOR SPANS GREATER THAN 12'-0• EXISTND dA557 ADVANCED THREMFORM ADVANCED 7NREAbFORw ( / y----� �L TECHORS W/ RW BUIUDEX TECNNOCDOY RW WLOEX ( 2•t4•NIN.W000 'WC110RS W/i t/Z•MN. ANCHORS W/t -MW, A{URW SiVDS RE 0. OINFADEO PENETItATON THREADED pENETMgON �10K1/z'S.N.S. wN.sFPmnnoN ♦ SEE.LIMffA710N5. OF USE OF WTO STWS 0 12'O.C. INTO s"S a iT O.C- 0 16 c. SC EDILLEM(� I1+ 4 BDE 1A ON SHEET 19 SaE01A,E OH SHEET 1/2"MIH. 11 FOR M✓D 4 ON FEET 19 FOR A{ Qd St4fT 19 FO 9ATF.S,,D&T3 .iY i 5 OADM tCa® -'--'--'- 1/2•MW __1 Y —----— __— — r' OR BOR]�OR O R 1 1 P 5 `� -NIN. "MtN. •.'. 4i S of OR 4 57+�,R`�(+::,3.C:'.Tt .;4R,,'f!.fir, y'(r G ORQOR(}�yI OR ^�""t=/•Y;t^BO•L';/•�' '-WALL nt6sN 2 i4•MW.WOOD WAll Q�'�°'V•l!"4;l'-\•."/•LY'' Ofl ,T10R OR ill VIEW Y 10•®^�•Q'�^p+�•. 5T110S REQ'D. PLAN 09 psiAll-A ENO-CONNECTION DETAIL © END ,-DETAIL Q12 FLORIDA BUILDING CODE(High Velocity Hurricane Zone Fl ••" ✓" 0 2015 EASTERN METAL SUPPLY,INC. JcNS tBERTHA HVTM 1 7k? Accordion Shutter SystemrLE6 a7 HV. SALE#1 W/ RW/0 ITV.WINDOW BADE■ ■ � F American Shutter Systems RV.". DESCF IPTION ATE OMW I BY: M.L 1'.0'. ST /J4.ti;TA.LIT TESTING k ENGINEERING COMPANY .•• JE` aA •�yI 0353 N.W.36U.5L,sta.305,MROOM CWDENS.FLORIDA 33196 Association, Inc. f OLD 11-193 4%10/15 DATE 04/10/15 _ Phones (305)871-1530.F-:(305)871-1531 4268 West Roods Drive 2 DRAWING No 0-MCN:ttteo0owl"m West PolRl Beboh, FL 33407 3 Ph-:S�lONA1 ti EB-8006719 Ph : (800)432-2204 . Fm (561)209-8380 15-080 "'• F.,rrr WALTER A-TUFT Jr.P.E. 4 P.E.SEN.fSIGNA'frURE/PATE FLORIDA U.i 44187 5 SHEET s 18 OF 20 • S'FN?ERAL IIMITA33ONS AND CONQIIQNS QE-1151-EOR-1911111A ;HIM FIM WORVJNG IN i.MAX,D.S.D.DESIGN PRESSURE RATING: +110.-110 Pa.f. IM G ' 6 2 MAX SHUTTER SPAN_96•. 3.ALLOWED MOUNTINGS:A D.a k H ON SHEETS 6,7;AS WELL AS MOUNTINGS M,0.T,U�2B W ON!'MEETS /6 h 17. OL�Y SENIFRMATFSSYIAAIEf ONLY AT TING(BOTH W1 tAYOUfCC CASE OF OPP�SCIC /� S ( fll 2[AY�OLIST BE INCLUDED DGERIOR 44 0 5 GINTERMA E. 1 6 a D.(A)MN WINDOW BLADE`"J'SHkU.ONLY ALLOW A MiAXMUM OF 5 OPENINGS TYP FA END (3'0 HOLES)FOR(BPER GLADE AT SPACINGS MOWN ON SHEET 4. ' Y (B) IN M ,CLEARANCE FROM TOP OR BOTTOM EDGE OF Fry WINDOW RLADE MAx.5 WINDOWS OF ANY 3.0 HOLE FOR 4�4 SHALL BE 12•. f4LOWm AT IN H F (C)FIRST OR LAST BLADE COMING OUT'FROM STARTERS AT ENDS MAAY BE HV WI WINDOW OLPDE Q ' NDOW MADE 1 F (D)HH WINDOW BlAOE�MUST BE USED ALTERNATE TO A SOLID W BLADE 1G THROUGHOUT SHIIITIIYS WIDTH. y H (E)C MATES SWUl ALWAYS RE INSTALLED ADJACENT 70 A SOLID W o BLADE 1 D.7 T1TFiER SIDE OF THEM. (F)POLYCARBONATE HV WINDOW Lv a SFNIL BE INSTALLED SO THpj TABS FACE SEE THE INTERIOR OF THE OPENING BBNC PROTECTED. FIV WINDOW D BY ASSA, ('4}4�)MUST BE CONNEC N r F ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PR W DETAILS ON SHEETS INC. ffi to&18 T1'P. , 3 b� FULL HEIGHT. & I« 6.SEE ANCHOR SPACING SCHEDULE FOR INSTAU AT INS IWC WOOD FRAME 1 SPA« BUILDINGS ON SHEET 15,AS UMRFD Rf SPAN AND DESIGN LAAO(SEE NOTES P P °« i k 2 Aaovt). 7,SEF ANCHOR SPAGNC SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALT,ON SHEETS t2 R 13 AS UMRED BY SCAN AND DESIGN LOAD(SEE NOTES 1 do 2 A_jt). 0.MINIMUM SEPARAT16M TO CLASS SCHEDULE: (SEE PLAN FOR REOUIREMENTS) D N TYP TOP 6:BOTTOM C) (2) SHUTTER SE E-MUM SEPARATON TO GLASS .. NUutttT)Wt ELEVATION MN.SOPAPADDi M MASS EXISTING GLASS SEE SCHO.TlLE M 9w 12 FOR 9,oe(D -. -- AND TNI TMS 94EI'FOR BADE Q$�A ��!__---.-. ---_-- ---___--- -_ 5 I TYP. I \\ 4 . P. WSR-1,10, ICAf},C DFJLMAi1S Q, WIG (SEE NOTE 4 ABOVE) PUN` TYPICAL C1) HV BLADE WORKING IN UNI ►dMT4,`HY WINDOW BLADE 1D. SHUTTER* 0 D BUILDING COQ HI n Velocity Hurricane Zone ? ENS"- 0 2o*EASTERN METAL 5UPP,LY, INC. y V BERTHA HV 1 L E C 01.�c. A.',�. ■,�■ Accordion Shutter System N.V. RADE#1 W/OF2 W/O H.V.WNDOW BIDE �L ,,,af/f�A':i 1lKa"' 4t✓ American Shutter Systems RCV.N. DESCRIPTION DATE DRAWN Or: M.L T1LU7 TESTING & ENGINEERING COMPANY ,`.y'1�'-.,FJ�yptD�,��_• Association, Inc. I OLD TI-193 4/10/1 DATE. 04/10/15 �„A TLV Ll1 -rte SM N.W.361h.SI.,$L-303.NRGIMA OWOOIS,FLORIDA 3376 P1h.-:(305)87i-1530,F-:(305)871-1531 4268 West Roods OrivO 2 DRAWING No �IAf �- a-malt OR-9-Isom West Palm Beach, FL 33407 3 EB-0006719 Phone: (600)432-2204 .Fox: (561)209-8380 4 15-080 r WALTER A TILUT Jr,P.E. P.E.SEAL/SIGNATURE/`QATE FLORIDA Ue.N 44167 6 SHEET 6 19 OF 20 /REQU DREG MINIMUM INSTALLATIONS WH (j) HV BLADE & HV CENTERMATES -12.000'Alm Ir. 1/2% K -03GRADEIC4 Mln.ASTU A-0653 3'TH 0 INTO METAL STUD WALLS Mtn.G-60 CALMSIM C, 43b MUM. STUDS AT 16*D.C. 5-O.C. 4O 41 0 30 1/4"o NOMINAL .t/z475" Q tj 0 AND CQNDMONS OF USE ALUMINUM SLEEVE 1`2 C, FOR BERTHA J.'HY BLADE ACCORDION SHUTTER 6663-TS ALLOY .a (11EGUIRED MINIMUM W2 SYSTEM INSTALLATION TO METAL 5TVQ WALLS 11 3.000' . /4'.0,035,THICK AG,� SEPARATION TO GLASS SCHEDULE .Cg4*;A&.I X' STEEL TRACK CHANNEL J9 r ASTM A-553 C OE 0 um.G-00 0 S"O'C' J9 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 p.sl. G&WNIZED F/Al ED To I NGR MINIMUM J%(JOR&EXTERIOR SCREWS ON AS APPLICABLE SEPARATION LEN.M�.�+ r 2. MAX, SHUTTER SPAN: W FACE I ITO GLASS EXIS'nNG GLASS— Mw.SEPARATION 3. ALLOWED MOUNTING:@ ON THIS SHEET. (4114"0-20XS" BOLT TO Gu�ss — (SEE SCHEDULE) 6 3 D MUST PENETRATE I- EXISTING FINISH Oyp-) 4. ONLY pENTERMATEn2l W/ HV LOCK ARE ALLOWED AS APPLICABLE GED A SUETRICAL LAYOUT, 1. 37 REQUIRED MINIMUM 0 (6 T ALWAYS BE I_ cio THICK Mn. (,72) 35N LONG, MINIMUM) MUS T STEEL III&CHANNEL 43 43a INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF ASTM A-053 GRADE 40 Min. G-00 -1. GALVANIZED FASTENED TO STUDS a"O.C. CIENTERMATE, �T— W/(2)J6.1/2'TEK SCREWS ON i. INTERIOR&ItXtUlliOR FACE MIn• 1 j4 0-20 DS BLADE SLACK DETAIL HVF I VALID ALSO FOR 1 0 tit- 6 2 - :J� 8 -no PRODUCTS FAQ—L0K HD 1/2- 12 r CENTERMATE APPLICATION WITH BLADE(D 01-RECURED MINUUM 0 43b a /6'x'11/2-X 0.035"THICK 6, O.C. COMPONENTS 1, ASTM A-653 bgRAVE 40 MI,0-60 CALV.$1 WALL HEADER/SILL INSTALLATIONTING FINISH AS APPLICAPLE SCALE: 3/8"- '1" O.C.METAL SNOB AT T6' C.. (RTP,Top.&bOTTGM) VA 1,3/4"x 6 1/4'x 0.035"THICK Min. ONT.GALV.STEEL TRACK CHANNEL. EXISTING G;ASS ASTM.A-65 Z CEED3 GRADE 40 Wirt.C-60 GALVAN FASTENED TO STUDS 6.1/2'TEX SCREWS ON CALOR RIOR 4 a 4 G IS Z' b C "CE TERMATES W/ MATES W/ CENTER I I (SEE ;CHEOULd". XTERIOR ACCESS SIQE:: NTERIOR E 6.(TTP.) IAN. CNI TO GLASS UK SEPARVION TO GLASS IN 4 W/INVDE UXX(SM SDIXU4 W/wmtx 12 24 2)4 21 21 LOCA? H HV ILL ENDS N y AT g [ /S VIE SIDE CONNECTION TO TRACK L4 12 6 1/2-Qyp-) 3 _7' Z4 6 1/2'MAX. SLACK (cont.) LA HVQ j#,�lll K QETAIL_tLVF —R)LG IDA BUILDING CODE(High Velocity hurricane Zone: 0 2075 EASTERN METAL SUPPLY, INC, BERTHA HVTM Accordion Shutter System IL ECOjmc. A.-S.S.Ax RV. BLADE fi W/OR W/o RV WINIM RADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.L DATE. TILLIT TESTING & ENGINEERING COMPANY 04110/15 L- 'U A3304lation, Inc. I OLD 11-193 7 &M N.W.3.1h.SL St.305,MRGIMA GARDENS,FLORIDA 33NA 4268 West Rood. Drive z noAwtNl(; No M.".: (300)811-1531 West P.Irn eioch. FL 33407 ..........*'* tilt...0.0— 3 Ph.— (000)432-2204 F..; (561)209-8380 4 15-080 WALTER A.TUFT Jr.P.C. SHEET P.E.ttAL/SIGNATtIffE/OATE FLORIDA U..#44167 0 20 OF 20